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23 pages, 5181 KiB  
Article
Driving Sustainable Cultural Heritage Tourism in China through Heritage Building Information Modeling
by Zhiwei Zhou, Zhen Liu and Genqiao Wang
Buildings 2024, 14(10), 3120; https://doi.org/10.3390/buildings14103120 - 29 Sep 2024
Viewed by 523
Abstract
In recent years, applying building information modeling (BIM) digital technologies to cultural heritage management, monitoring, restoration, with the objective of advancing the sustainable development of both cultural heritage protection and tourism in China, has become a prominent research focus. However, there are a [...] Read more.
In recent years, applying building information modeling (BIM) digital technologies to cultural heritage management, monitoring, restoration, with the objective of advancing the sustainable development of both cultural heritage protection and tourism in China, has become a prominent research focus. However, there are a few studies that comprehensively investigate the relationship between BIM, Chinese cultural heritage, and sustainable tourism development. In order to explore the application of BIM in the protection and inheritance of Chinese cultural heritage, as well as its potential in promoting the sustainable development of cultural heritage tourism, this paper adopts the quantitative research method of bibliometrics to explore the research hotspots, development background, and evolution trends of BIM-driven sustainable development in Chinese cultural heritage tourism. By using data obtained from the China Knowledge Network database, multi-level bibliometrics analysis has been conducted through visualized knowledge graphs. The results suggest that the popular research keywords for driving sustainable cultural heritage tourism in China through BIM since year 2000 (23 years) include heritage tourism, heritage protection, building heritage, digital technology, and tourism development. Three research hotspots have been identified, which are cultural heritage protection, cultural heritage tourism development, and cultural heritage tourism management. In terms of tourism development and management, building virtual interactive scenes of cultural heritage facilitated by BIM to enhance tourism experience of tourists, using BIM to assist in efficient management, intelligent decision-making, and personalized services of cultural heritage tourism, assist in better promoting the sustainable development of cultural heritage tourism. In terms of coordinating and managing stakeholders in cultural heritage tourism, BIM technology provides technical support to the government, industry managers, and community residents in information communication, and industry management by constructing a digital model of cultural heritage to better balance the rights and interests of stakeholders. Full article
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<p>The flow of the research method (generated by authors).</p>
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<p>The number of published articles in the China National Knowledge Internet (CNKI) from year 2000 to 2023 on building information modeling (BIM), Chinese cultural heritage, and sustainable tourism (generated by authors).</p>
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<p>Distribution of subject areas involved in the research literature (264 articles) on BIM, Chinese cultural heritage, and sustainable tourism (generated by authors).</p>
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<p>Keyword co-occurrence map on BIM, Chinese cultural heritage, and sustainable tourism (generated by authors).</p>
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<p>Keyword clustering map on BIM, Chinese cultural heritage, and sustainable tourism (generated by authors).</p>
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<p>Keyword clustering timeline map on BIM, Chinese cultural heritage, and sustainable tourism (generated by authors).</p>
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15 pages, 4361 KiB  
Article
Integration of Laser Scanning, Digital Photogrammetry and BIM Technology: A Review and Case Studies
by Andrzej Szymon Borkowski and Alicja Kubrat
Eng 2024, 5(4), 2395-2409; https://doi.org/10.3390/eng5040125 - 26 Sep 2024
Viewed by 841
Abstract
Building information modeling (BIM) is the hottest topic of the last decade in the construction sector. BIM is interacting with other technologies toward the realization of digital twins. The integration of laser scanning technology and BIM is progressing. Increasingly, solid, mesh models are [...] Read more.
Building information modeling (BIM) is the hottest topic of the last decade in the construction sector. BIM is interacting with other technologies toward the realization of digital twins. The integration of laser scanning technology and BIM is progressing. Increasingly, solid, mesh models are being semantically enriched for BIM. A point cloud can provide an excellent source of data for developing a BIM model. The BIM model will be refined not only geometrically but can also be saturated with non-graphical data. The problem is the lack of a clear methodology for compiling such models based on TLS and images. The research and development work between universities and companies has put modern digital solutions into practice. Thus, the purpose of this work was to develop a universal methodology for the acquisition and extraction of data from disconnected sources. In this paper, three BIM models were made based on point clouds derived from laser scanning. The case studies presented confirm the validity of the “scan to BIM approach, especially in the context of historic buildings (HBIMs). The paper posits that the integration of laser scanning, digital photogrammetry and BIM provides value in the preservation of heritage buildings. In the process of the practical work and an in-depth literature study, the ever-present limitations of BIM were identified as research challenges. The paper contributes to the discussion on the use of BIM in the design, construction and operation of buildings, including historic buildings. The acronym HBIM (heritage building information modeling) will increasingly resonate in the academic and practical work of the discipline of conservation and maintenance of historic buildings and cultural heritage sites. Full article
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<p>Example of a point cloud—The Old Town in Warsaw, Poland [<a href="#B4-eng-05-00125" class="html-bibr">4</a>].</p>
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<p>Example of a point cloud—office building—compiled with mobile scanner (SXD Poland (Warsaw, Poland) resource).</p>
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<p>Terrestrial Laser Scanner Faro Focus Premium (Warsaw, Poland) (source: [<a href="#B12-eng-05-00125" class="html-bibr">12</a>]).</p>
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<p>Mobile Laser Scanner NavVis VLX 3 (München, Germany) (source: [<a href="#B13-eng-05-00125" class="html-bibr">13</a>]).</p>
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<p>Three-dimensional mesh created with the use of digital photogrammetry (SXD Poland resource).</p>
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<p>From point clouds to BIM—workflow (own elaboration).</p>
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<p>Fort renovation—BIM model (<b>a</b>) based on point cloud (<b>b</b>) (SXD Poland resources).</p>
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<p>Plant reconstruction—BIM model (<b>a</b>) based on point cloud (<b>b</b>) (SXD Poland resources).</p>
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<p>Castle renovation and conservation—BIM model (<b>a</b>) based on point cloud (<b>b</b>) (SXD Poland resources).</p>
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25 pages, 50037 KiB  
Article
Surface Reconstruction from SLAM-Based Point Clouds: Results from the Datasets of the 2023 SIFET Benchmark
by Antonio Matellon, Eleonora Maset, Alberto Beinat and Domenico Visintini
Remote Sens. 2024, 16(18), 3439; https://doi.org/10.3390/rs16183439 - 16 Sep 2024
Viewed by 581
Abstract
The rapid technological development that geomatics has been experiencing in recent years is leading to increasing ease, productivity and reliability of three-dimensional surveys, with portable laser scanner systems based on Simultaneous Localization and Mapping (SLAM) technology, gradually replacing traditional techniques in certain applications. [...] Read more.
The rapid technological development that geomatics has been experiencing in recent years is leading to increasing ease, productivity and reliability of three-dimensional surveys, with portable laser scanner systems based on Simultaneous Localization and Mapping (SLAM) technology, gradually replacing traditional techniques in certain applications. Although the performance of such systems in terms of point cloud accuracy and noise level has been deeply investigated in the literature, there are fewer works about the evaluation of their use for surface reconstruction, cartographic production, and as-built Building Information Model (BIM) creation. The objective of this study is to assess the suitability of SLAM devices for surface modeling in an urban/architectural environment. To this end, analyses are carried out on the datasets acquired by three commercial portable laser scanners in the context of a benchmark organized in 2023 by the Italian Society of Photogrammetry and Topography (SIFET). In addition to the conventional point cloud assessment, we propose a comparison between the reconstructed mesh and a ground-truth model, employing a model-to-model methodology. The outcomes are promising, with the average distance between models ranging from 0.2 to 1.4 cm. However, the surfaces modeled from the terrestrial laser scanning point cloud show a level of detail that is still unmatched by SLAM systems. Full article
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<p>The case study: (<b>a</b>) Orthophoto of <span class="html-italic">Piazza Grande</span> in Arezzo (Italy) (image source: [<a href="#B55-remotesensing-16-03439" class="html-bibr">55</a>]) and (<b>b</b>) a view of the facade of the <span class="html-italic">Palazzo della Fraternita dei Laici</span> (the red box in (<b>a</b>) shows its location).</p>
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<p>The three commercial SLAM devices used for data acquisition. (<b>a</b>) Leica BLK2GO [<a href="#B57-remotesensing-16-03439" class="html-bibr">57</a>]. (<b>b</b>) GeoSLAM ZEB HORIZON [<a href="#B58-remotesensing-16-03439" class="html-bibr">58</a>]. (<b>c</b>) Stonex X120<sup><span class="html-italic">GO</span></sup> [<a href="#B59-remotesensing-16-03439" class="html-bibr">59</a>].</p>
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<p>The point clouds of the <span class="html-italic">Palazzo della Fraternita dei Laici</span> acquired with the SLAM devices (<b>a</b>–<b>c</b>) and the ground truth obtained from the TLS (<b>d</b>).</p>
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<p>Cloud-to-cloud distances of the dataset A computed between the SLAM-based point clouds and the TLS one. (<b>a</b>) Dataset A-1—Leica BLK2GO. (<b>b</b>) Dataset A-2—GeoSLAM ZEB HORIZON. (<b>c</b>) Dataset A-3—Stonex X120<sup><span class="html-italic">GO</span></sup>.</p>
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<p>Cloud-to-cloud distances of Dataset B computed between the SLAM-based point clouds and TLS one. (<b>a</b>) Dataset B-1—Leica BLK2GO. (<b>b</b>) Dataset B-2—GeoSLAM ZEB HORIZON. (<b>c</b>) Dataset B-3—Stonex X120<sup><span class="html-italic">GO</span></sup>.</p>
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<p>Surface density analysis for Dataset A (the same color bar is applied to all images). (<b>a</b>) Dataset A-1—Leica BLK2GO. (<b>b</b>) Dataset A-2—GeoSLAM ZEB HORIZON. (<b>c</b>) Dataset A-3—Stonex X120<sup><span class="html-italic">GO</span></sup>. (<b>d</b>) Ground truth—TLS RTC360.</p>
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<p>Surface density analysis for Dataset B (the same color bar is applied to all images). (<b>a</b>) Dataset B-1—Leica BLK2GO. (<b>b</b>) Dataset B-2—GeoSLAM ZEH HORIZON. (<b>c</b>) Dataset B-3—Stonex X120<sup><span class="html-italic">GO</span></sup>. (<b>d</b>) Ground truth—TLS RTC360.</p>
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<p>Roughness of the point clouds of Dataset A. (<b>a</b>) Dataset B-1—Leica BLK2GO. (<b>b</b>) Dataset B-2—GeoSLAM ZEB HORIZON. (<b>c</b>) Dataset B-3—Stonex X120<sup><span class="html-italic">GO</span></sup>. (<b>d</b>) Ground truth—TLS RTC360.</p>
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<p>Roughness of the point clouds of Dataset B. (<b>a</b>) Dataset B-1—Leica BLK2GO. (<b>b</b>) Dataset B-2—GeoSLAM ZEB HORIZON. (<b>c</b>) Dataset B-3—Stonex X120<sup><span class="html-italic">GO</span></sup>. (<b>d</b>) Ground truth—TLS RTC360.</p>
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<p>Polygon mesh obtained from the SLAM-based (<b>a</b>–<b>c</b>) and the TLS (<b>d</b>) point clouds.</p>
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<p>Mesh-to-mesh (M2M) distances between the surfaces modeled from the SLAM point clouds and the ground-truth mesh derived from the TLS data. (<b>a</b>) Dataset B-1—Leica BLK2GO. (<b>b</b>) Dataset B-2—GeoSLAM ZEH HORIZON. (<b>c</b>) Dataset B-3—Stonex X120<sup><span class="html-italic">GO</span></sup>.</p>
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<p>Detail of the Cloud-to-Cloud (C2C) distances calculated on the helical semicolumn. (<b>a</b>) Dataset B-1—Leica BLK2GO. (<b>b</b>) Dataset B-2—GeoSLAM ZEB HORIZON. (<b>c</b>) Dataset B-3—Stonex X120<sup><span class="html-italic">GO</span></sup>. (<b>d</b>) Color bar.</p>
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<p>Detail of a portion of the stringcourse frame and a helical semicolumn, colored according to the local roughness. (<b>a</b>) Dataset B-1—Leica BLK2GO. (<b>b</b>) Dataset B-2—GeoSLAM ZEB HORIZON. (<b>c</b>) Dataset B-3—Stonex X120<sup><span class="html-italic">GO</span></sup>. (<b>d</b>) Ground truth—TLS RTC360.</p>
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<p>Detail of the mesh reconstructed on the SLAM and TLS point clouds. (<b>a</b>) Dataset B-1—Leica BLK2GO. (<b>b</b>) Dataset B-2—GeoSLAM ZEB HORIZON. (<b>c</b>) Dataset B-3—Stonex X120<sup><span class="html-italic">GO</span></sup>. (<b>d</b>) Ground truth—TLS RTC360.</p>
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<p>Mesh-to-Mesh (M2M) distances calculated on the helical semicolumn. (<b>a</b>) Dataset B-1—Leica BLK2GO. (<b>b</b>) Dataset B-2—GeoSLAM ZEB HORIZON. (<b>c</b>) Dataset B-3—Stonex X120<sup><span class="html-italic">GO</span></sup>. (<b>d</b>) Color bar.</p>
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18 pages, 10116 KiB  
Article
UAV, GNSS, Total Station, and Data Management Applied to an Ancient Clay Structure as a Historic Building Information Modeling Proposal: A Case Study of Huaca Arco Iris (Trujillo, Peru)
by Carlos Antonio Espinoza Brugman, Frank Kevin Neri Caipo and Alexandre Almeida Del Savio
Heritage 2024, 7(9), 4962-4979; https://doi.org/10.3390/heritage7090234 - 9 Sep 2024
Viewed by 452
Abstract
In light of current risks and environmental impacts, HBIM (historic building information modeling) offers a highly efficient and interactive method for managing historical data and representing the current states of ancient clay structures. In this study, traditional geodetic techniques were employed to digitally [...] Read more.
In light of current risks and environmental impacts, HBIM (historic building information modeling) offers a highly efficient and interactive method for managing historical data and representing the current states of ancient clay structures. In this study, traditional geodetic techniques were employed to digitally locate a structure without compromising its topographic information to create an accurate model. Tools such as total stations, GNSS receivers, and UAVs were utilized to generate detailed topography of the study site and its surroundings. An ontology-based data management structure was also developed to store historical data and site intervention projects, adhering to the ISO 12006-2 standard. This was achieved through automated scripts in Dynamo softwarev.2.18.1. A comparison between the point cloud (279 images) and total station data (600 points) revealed a georeferencing accuracy difference of +/−0.003 m. Consequently, the developed methods can effectively represent similar structures digitally. The proposed ontological structure facilitates automated storage of internal and external information. Full article
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<p>Aerial photo of Huaca Arco Iris’s structure and urban context. Distance: 6.50 km from the coast.</p>
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<p>Workflow of entire work followed by researching, in situ work, and results.</p>
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<p>Establishment control points and vertical control point location for compound geometric leveling of closed traverse.</p>
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<p>Images taken in the second flight. The number indicates the elevation in post-processing to obtain a digital elevation model (DEM) and digital terrain model (DTM).</p>
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<p>Images processed and 3D point cloud created with elevation range indicator.</p>
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<p>Ontology proposal to historical data management for typical wall information.</p>
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<p>Control points shown in situ.</p>
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<p>Perimetral wall points taken by Total Station. Walls sectioned and named to apply ontology parameters.</p>
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<p>Orthophoto and DEM.</p>
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<p>Ontology proposal created for wall parameters for historical data management in Dynamo.</p>
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17 pages, 14390 KiB  
Article
Scan-to-HBIM-to-VR: An Integrated Approach for the Documentation of an Industrial Archaeology Building
by Maria Alessandra Tini, Anna Forte, Valentina Alena Girelli, Alessandro Lambertini, Domenico Simone Roggio, Gabriele Bitelli and Luca Vittuari
Remote Sens. 2024, 16(15), 2859; https://doi.org/10.3390/rs16152859 - 5 Aug 2024
Cited by 1 | Viewed by 900
Abstract
In this paper, we propose a comprehensive and optimised workflow for the documentation and the future maintenance and management of a historical building, integrating the state of the art of different techniques, in the challenging context of industrial archaeology. This approach has been [...] Read more.
In this paper, we propose a comprehensive and optimised workflow for the documentation and the future maintenance and management of a historical building, integrating the state of the art of different techniques, in the challenging context of industrial archaeology. This approach has been applied to the hydraulic work of the “Sostegno del Battiferro” in Bologna, Italy, an example of built industrial heritage whose construction began in 1439 and remains in active use nowadays to control the Navile canal water flow rate. The initial step was the definition of a 3D topographic frame, including geodetic measurements, which served as a reference for the complete 3D survey integrating Terrestrial Laser Scanning (TLS), Structured Light Projection scanning, and the photogrammetric processing of Unmanned Aircraft System (UAS) imagery through a Structure from Motion (SfM) approach. The resulting 3D point cloud has supported as-built parametric modelling (Scan-to-BIM) with the consequent extraction of plans and sections. Finally, the Heritage/Historic Building Information Modelling (HBIM) model generated was rendered and tested for a VR-based immersive experience. Building Information Modelling (BIM) and virtual reality (VR) applications were tested as a support for the management of the building, the maintenance of the hydraulic system, and the training of qualified technicians. In addition, considering the historical value of the surveyed building, the methodology was also applied for dissemination purposes. Full article
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<p>The Battiferro lock: view of the main building and upstream canals.</p>
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<p>Workflow of activities for the survey, HBIM and VR implementation for the Battiferro lock.</p>
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<p>Geomatics survey activities: (<b>a</b>) survey area and reference points: the yellow triangles represent the 3D points measured with GNSS-NRTK and total station, the blue circles indicate the elevation landmarks measured with trigonometric levelling; (<b>b</b>) the scan positions of the laser scanner system and distribution of the retro-reflective targets: the white squares indicate the position of the targets, the scan positions are the red triangles with the black border when they were taken below ground level (under the building or in the canals); (<b>c</b>) additional detailed survey of the channel bottom: the circles represent the elevation points measured with total station from the reference points.</p>
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<p>Summary of geomatic tools and techniques used for the survey of the Battiferro Lock.</p>
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<p>Products of the UAS photogrammetric survey: (<b>a</b>) orthomosaic of the surveying area: yellow circles indicate the position of the GCPs; (<b>b</b>) detail of the point cloud of the exterior of the building obtained from the TLS survey coloured in greyscale; (<b>c</b>) detail of the point cloud in real colours of the building obtained from the photogrammetric processing.</p>
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<p>Three-dimensional models of a control wheel: (<b>a</b>) portion of the point cloud derived from TLS, (<b>b</b>) mesh obtained with the Structured Light Projection scanner; (<b>c</b>) BIM object; (<b>d</b>) mesh used in VR.</p>
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<p>Three-dimensional view of the BIM model superimposed to the point cloud model.</p>
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<p>BIM models: (<b>a</b>) 3D view in BIM platform; (<b>b</b>) 3D view of the BIM model imported in a GIS platform.</p>
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<p>Comparison between the tested VR navigation platforms: (<b>a</b>) the technical platform, allowing the user to select elements and visualise the BIM data associated with them; (<b>b</b>) the rendering platform, offering a realistic and impacting virtual representation of the HBIM model.</p>
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<p>Comparison between the tested VR navigation platforms: (<b>a</b>) the technical platform, allowing the user to select elements and visualise the BIM data associated with them; (<b>b</b>) the rendering platform, offering a realistic and impacting virtual representation of the HBIM model.</p>
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29 pages, 13001 KiB  
Article
A Comprehensive Heritage BIM Methodology for Digital Modelling and Conservation of Built Heritage: Application to Ghiqa Historical Market, Saudi Arabia
by Ahmad Baik
Remote Sens. 2024, 16(15), 2833; https://doi.org/10.3390/rs16152833 - 2 Aug 2024
Viewed by 758
Abstract
Preserving historical architectural structures is crucial for safeguarding cultural heritage. This study explores the application of Heritage Building Information Modelling (HBIM) to enhance the documentation process of the Ghiqa Historical Market in Saudi Arabia, a monument known for its intricate architecture and cultural [...] Read more.
Preserving historical architectural structures is crucial for safeguarding cultural heritage. This study explores the application of Heritage Building Information Modelling (HBIM) to enhance the documentation process of the Ghiqa Historical Market in Saudi Arabia, a monument known for its intricate architecture and cultural significance. Traditional documentation methods often fail to capture detailed features accurately and rely on labour-intensive manual processes. HBIM uses advanced digital technologies to improve precision, efficiency, and preservation efforts. In this study, point cloud data from 3D laser scanning is used to create a detailed digital model of the market, covering structural systems, material attributes, architectural features, and historical context. The research also integrates historical archives and photographs to enrich the model with additional contextual information. This comprehensive approach provides a holistic understanding of the Ghiqa Historical Market, aiding accurate preservation and restoration decisions. HBIM offers several advantages in architectural documentation. The digital model enhances visualization, allowing stakeholders to explore the site from multiple perspectives. It also serves as a tool for analysing structural integrity, identifying potential risks, and planning restoration interventions. Moreover, digital documentation ensures effective knowledge transfer across generations, preserving valuable architectural heritage for future reference and research. Additionally, it promotes interdisciplinary collaboration among architects, historians, conservators, and other stakeholders involved in preservation. Including the Ghiqa Historical Market in the UNESCO World Heritage List would highlight its global significance, attracting international attention and resources for its preservation. This designation would underscore the market’s cultural and historical importance, fostering a sense of pride and responsibility in its maintenance. The implementation of Heritage BIM demonstrates its potential to revolutionize heritage conservation by combining diverse data sources into a single, detailed, and accessible digital resource. Full article
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<p>Historic Ghaiqa Market buildings. The Ghiqa Historical Market, located in the Medina region of Saudi Arabia.</p>
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<p>Previous project for Point Cloud Data processing. (<b>a</b>) Shows the registration of the scan, (<b>b</b>) Applying the image texture map. (<b>c</b>) The 3D point cloud model after registration. (<b>d</b>) The 3D point cloud after adding the image Batch [<a href="#B11-remotesensing-16-02833" class="html-bibr">11</a>].</p>
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<p>Previous project of HBIM model for Nasif House [<a href="#B11-remotesensing-16-02833" class="html-bibr">11</a>].</p>
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<p>The workflow of HBIM for Ghiqa market.</p>
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<p>Geographical maps of: (<b>a</b>) Kingdom of Saudi Arabia, (<b>b</b>) Al-Madina province, and (<b>c</b>) site of Ghiqa market.</p>
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<p>Ghigh village building condition.</p>
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<p>Ghiqa buildings: (<b>a</b>) The palace, (<b>b</b>) The Mosque of Ghiqa, and (<b>c</b>) The stores.</p>
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<p>Ghiqa village buildings dimensions: (<b>a</b>) The dimensions of the Palace, (<b>b</b>) The dimensions of the Mosque, and (<b>c</b>) The dimensions of the stores.</p>
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<p>Architectural documentation of Ghiqa village: (<b>a</b>) Shows different building materials in the store, (<b>b</b>) room in the palace, (<b>c</b>) the paths in the palace, (<b>d</b>) store in Ghiqa market, (<b>e</b>) room in the palace, and (<b>f</b>) store in the market.</p>
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<p>The palace in Ghiqa village: (<b>a</b>) shows window and door size ratio to wall, (<b>b</b>) shows window to wall ratio.</p>
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<p>Using close-range photogrammetry (CRP) for historic Ghaiqa market.</p>
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<p>The process of aerial surveying: (<b>a</b>) DJI Phantom 4, and (<b>b</b>) Pix4D capture.</p>
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<p>Aerial survey outcomes: (<b>a</b>) Shows the Palace from the top via Drone, (<b>b</b>) shows Ghiqa Historical Village via Drone.</p>
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<p>Ghiqa historical village via PIX4D.</p>
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<p>Using 3D laser scanning.</p>
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<p>The 3D laser scanning station locations on the site.</p>
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<p>Different formats for the point cloud data of Ghiqa’s Market site: (<b>a</b>) intensity format, and (<b>b</b>) RGB format.</p>
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<p>Different formats for the point cloud data of Ghiqa’s Palace: (<b>a</b>) intensity format and, (<b>b</b>) RGB format.</p>
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<p>Different shots for laser scanning shows: (<b>a</b>) the Ghiqa’s market palace from the back, (<b>b</b>) Shows the Ghiqa’s market palace from the left side.</p>
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<p>Close-range for the building result process started from: (<b>a</b>) Dense cloud, (<b>b</b>) Mesh, and (<b>c</b>) Texture model.</p>
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<p>Drone (Agisoft Metashape) result process for the site started from: (<b>a</b>) Dense cloud, (<b>b</b>) Mesh, (<b>c</b>) Digital Elevation Model (DEM), (<b>d</b>) Texture model.</p>
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<p>3D laser scanner to Heritage BIM process: (<b>a</b>) Shows the laser scanning outcome of the site, (<b>b</b>) Shows the Revit modelling of the site, and (<b>c</b>) Scan to Heritage BIM modelling.</p>
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<p>Revit modelling result: (<b>a</b>) 3D Isometric modelling, (<b>b</b>) Sun path, (<b>c</b>) North elevation, (<b>d</b>) 3D north elevation, and (<b>e</b>) Isometric of the north elevation.</p>
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<p>Comparing between the palace out come in: (<b>a</b>) Laser scanning format, and (<b>b</b>) Revit format.</p>
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<p>Import scanning data and images to create BIM models and trace architectural elements of the Ghiqa Historical Market.</p>
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<p>Import scanning data and images and historical data to create BIM models and trace architectural elements of the Ghiqa Historical Market.</p>
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<p>3D HBIM modelling of the Ghiqa Historical Market.</p>
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<p>The Ghiqa Historical Market HBIM model after adding texture.</p>
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<p>The Ghiqa place HBIM model after adding texture.</p>
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<p>Ghigh village Land Use Master Plan.</p>
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<p>Spatial Analysis of Ghiqa Historical Market. The pie chart shows that 65% of the total area is void (24,600 m²), while 35% is solid (10,500 m²).</p>
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24 pages, 3427 KiB  
Article
New Frontiers in Water Distribution System Management and Monitoring: First Development of a Water Safety Plan Based on Heritage Building Information Modeling (HBIM) in Neptune Fountain, Bologna, Italy
by Maria Rosaria Pascale, Domenico Simone Roggio, Ester Barbieri, Federica Marino, Carlo Derelitto, Luna Girolamini, Cristiana Bragalli, Gabriele Bitelli and Sandra Cristino
Water 2024, 16(15), 2075; https://doi.org/10.3390/w16152075 - 23 Jul 2024
Viewed by 975
Abstract
The World Health Organization (WHO) recommends the introduction of a water safety plan (WSP) approach on drinking water, in all types of settings. This study represents the first WSP developed on the Neptune Fountain, in Bologna (Italy), based on an interdisciplinary approach, integrating [...] Read more.
The World Health Organization (WHO) recommends the introduction of a water safety plan (WSP) approach on drinking water, in all types of settings. This study represents the first WSP developed on the Neptune Fountain, in Bologna (Italy), based on an interdisciplinary approach, integrating hydraulic and microbiological features, in a Building Information Modeling (BIM). The aim was to develop a dynamic and digital platform to update and share the maintenance program, promoting collaboration among microbiologists, engineers, and municipal staff. Water samples were collected along fountain water distribution systems (WDS) from 2016 to 2021 to monitor water quality through the heterotrophic bacteria at 22 °C and 37 °C, as well as to conduct an Enterococci, Coliform bacteria, Escherichia coli, Pseudomonas aeruginosa, Clostridium perfringens, and Staphylococcus aureus assessment. Simultaneously, hydraulic measures were performed, and advanced geomatics techniques were used to detect the WDS structural components, with a focus on the water treatment system (WTS). The WTS consisted of 10 modules corresponding to specific treatments: descaling, carbon–sand filtration, reverse osmosis, and ultraviolet disinfection. Fecal indicators, heterotrophic bacteria, and P. aeruginosa exceeded the reference limits in most of the modules. Several disinfections and washing treatments, other than changing the maintenance procedure scheduling, were performed, improving the WTS and controlling the contamination. The developed microbiological results, hydraulic measurements, and maintenance procedures were integrated in the BIM model to optimize the data storage, updating procedures and the real-time data sharing. This approach improved the fountain management, operation, and material conservation, ultimately preserving the health of daily visitors. Full article
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<p>Neptune Fountain in Bologna with a detail of the water games.</p>
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<p>The overall scheme of the current operation of the Neptune Fountain (the light blue lines represent the water game trajectories).</p>
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<p>Neptune Fountain WDS layout: Water treatment system (WTS) in green lines and reintegration system (RS) in blue lines.</p>
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<p>Post-processing steps for a section of the Neptune Fountain’s RS from the point cloud to the HBIM model: (<b>A</b>) 3D point cloud model; (<b>B</b>) 3D point cloud model vs HBIM model; (<b>C</b>) final HBIM model.</p>
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<p>WTS layout of Neptune Fountain with sampling points for microbiological (indicated in black) and hydraulic analysis (indicated in pink). The WTS and RS are indicated with green and blue lines, respectively.</p>
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<p>Neptune Fountain WTS 3D model: (<b>A</b>) WTS plan; (<b>B</b>) the two main treatment systems; (<b>C</b>) the subsystems called modules; (<b>D</b>) single WTS hydraulics and treatments components.</p>
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<p>(<b>A</b>) Section of WTS 3D visualization on BIM Vision<sup>®</sup> software; (<b>B</b>) selection of a sampling point along the WTS and IFC tree structure that displays how the model works. In detail, when a specific point is clicked (green colour), all relevant information is reported (e.g., pipeline material, type of pumps, volume of storage tank, etc.), and a URL link led to the storage folders; (<b>C</b>) example of storage folder associated with the individual sampling points containing the files related to the microbiological water assessment files.</p>
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23 pages, 9441 KiB  
Review
An Investigation of Historic Transportation Infrastructure Preservation and Improvement through Historic Building Information Modeling
by Rnin Salah, János Szép, Kitti Ajtayné Károlyfi and Nóra Géczy
Infrastructures 2024, 9(7), 114; https://doi.org/10.3390/infrastructures9070114 - 18 Jul 2024
Viewed by 858
Abstract
Historical transportation infrastructures (HTIs) like railways and bridges are essential to our cultural heritage. However, the preservation and enhancement of these structures pose significant challenges due to their complex nature and the need for modern upgrades. Historic building information modeling (HBIM) has emerged [...] Read more.
Historical transportation infrastructures (HTIs) like railways and bridges are essential to our cultural heritage. However, the preservation and enhancement of these structures pose significant challenges due to their complex nature and the need for modern upgrades. Historic building information modeling (HBIM) has emerged as a solution, facilitating the documentation, restoration, and maintenance of historic transportation assets. The purpose of the proposed work is to provide a systematic review of research findings on the application of HBIM in historic transportation infrastructure, highlighting its role in capturing intricate architectural details and supporting decision making for preservation efforts. A series of case studies in which HBIM has been instrumental in preserving historic transportation infrastructure are investigated and analyzed using a comprehensive literature review method. Furthermore, future directions in HBIM research are proposed, identifying potential applications and recommending areas for further investigation. Additionally, this paper suggests HBIM’s potential to balance modernization demands with the conservation needs of historic transportation infrastructure, providing policymakers and stakeholders with insightful strategies for sustainable heritage management. Full article
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<p>Comparison of BIM for new buildings and HBIM for existing buildings, highlighting the data sources, modeling, workflow, and purpose for each.</p>
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<p>HBIM methodology [<a href="#B39-infrastructures-09-00114" class="html-bibr">39</a>].</p>
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<p>Railway bridges over the River Po [<a href="#B19-infrastructures-09-00114" class="html-bibr">19</a>].</p>
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<p>A general representation of the bridge in Mezzana Corti [<a href="#B19-infrastructures-09-00114" class="html-bibr">19</a>].</p>
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<p>Bottom view of the bridge in Mezzana Corti [<a href="#B19-infrastructures-09-00114" class="html-bibr">19</a>].</p>
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<p>The Serranos Bridge in 2023 [<a href="#B21-infrastructures-09-00114" class="html-bibr">21</a>].</p>
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<p>The Serranos Bridge in 1960 [<a href="#B21-infrastructures-09-00114" class="html-bibr">21</a>].</p>
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<p>Serrano Bridge result, representing its evolution over time [<a href="#B21-infrastructures-09-00114" class="html-bibr">21</a>].</p>
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<p>Some examples of CER bridges [<a href="#B22-infrastructures-09-00114" class="html-bibr">22</a>].</p>
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<p>Some examples of CER tunnels [<a href="#B22-infrastructures-09-00114" class="html-bibr">22</a>].</p>
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<p>Carlo III Bridge [<a href="#B17-infrastructures-09-00114" class="html-bibr">17</a>].</p>
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<p>The HBIM of Carlo III Bridge [<a href="#B17-infrastructures-09-00114" class="html-bibr">17</a>].</p>
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<p>The Giorgini Bridge [<a href="#B20-infrastructures-09-00114" class="html-bibr">20</a>].</p>
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<p>The process from point cloud to HBIM [<a href="#B20-infrastructures-09-00114" class="html-bibr">20</a>].</p>
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<p>Ízbor bridge [<a href="#B48-infrastructures-09-00114" class="html-bibr">48</a>].</p>
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<p>(<b>a</b>,<b>b</b>) Ízbor Bridge PC (point cloud) and BIM (building information modeling); and (<b>c</b>) exploded view of Ízbor Bridge BIM [<a href="#B18-infrastructures-09-00114" class="html-bibr">18</a>].</p>
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27 pages, 19423 KiB  
Article
Conservation of Socio-Religious Historic Buildings: A Case Study of Shah Yousuf Gardez Shrine
by Sunera Imtiaz, Sabahat Arif, Ahsan Nawaz and Syyed Adnan Raheel Shah
Buildings 2024, 14(7), 2116; https://doi.org/10.3390/buildings14072116 - 10 Jul 2024
Viewed by 817
Abstract
Historic buildings are considered assets for generations. The use of 3D interactive models is an excellent way to document such historic cultural heritage. Such buildings include socio-religious buildings, such as shrines and religious monuments. Digital technologies such as photogrammetry and laser scanning play [...] Read more.
Historic buildings are considered assets for generations. The use of 3D interactive models is an excellent way to document such historic cultural heritage. Such buildings include socio-religious buildings, such as shrines and religious monuments. Digital technologies such as photogrammetry and laser scanning play a pivotal role in monitoring and safeguarding precious shrine cultural heritage. These advanced techniques allow the capture of details and accurate 3D representations of cultural artifacts, architectural structures, and even entire shrines. This study deals with research related to the conservation of the selected historic shrine of Shah Yousaf Gardez. A laser scanner methodology was used to produce a high-level detail interactive model translated into a heritage building information modeling (HBIM) prototype. This HBIM model has been designed to maintain the historical details of the shrine, especially geometric features, artwork present on the surface, and condition of structural as well as non-structural components. Data analysis of defects in structural and non-structural components was also analyzed in the study. This study was conducted fort the first time for a shrine case study. It will not only help to document and preserve historic buildings and cultural heritage but also monitor potential degradation or damage over time. Using this technology, scheduled conservation and restoration efforts ensuring the long-term preservation of these invaluable treasures can be adopted. Full article
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<p>Flowchart of research methodology.</p>
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<p>Location map for the Shrine of Shah Yousaf Gardez (Multan).</p>
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<p>Case study—shrine: Shrine of Shah Yousaf Gardez (Multan). (<b>a</b>) Front view, (<b>b</b>) inside view, (<b>c</b>) side view, (<b>d</b>) entrance.</p>
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<p>Case study—shrine: Shrine of Shah Yousaf Gardez (Multan). (<b>a</b>) Front view, (<b>b</b>) inside view, (<b>c</b>) side view, (<b>d</b>) entrance.</p>
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<p>Historic appearance of the shrine in the years (<b>a</b>) 1800, (<b>b</b>) 1988, and (<b>c</b>) 2024.</p>
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<p>3D laser scanning instrument.</p>
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<p>Survey data (top, northeast side of shrine Shah Yousaf Gardez).</p>
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<p>Aerial photogrammetric outputs (point clouds).</p>
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<p>(<b>a</b>) 2D drawings on BIM-Revit, (<b>b</b>) 3D drawings on BIM-Revit, (<b>c</b>) point cloud data with 3D model, (<b>d</b>) point cloud model (with Agisoft), (<b>e</b>,<b>f</b>) 3D model (digital) of the shrine of Shah Yousaf Gardez, Multan.</p>
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<p>(<b>a</b>) 2D drawings on BIM-Revit, (<b>b</b>) 3D drawings on BIM-Revit, (<b>c</b>) point cloud data with 3D model, (<b>d</b>) point cloud model (with Agisoft), (<b>e</b>,<b>f</b>) 3D model (digital) of the shrine of Shah Yousaf Gardez, Multan.</p>
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<p>Original tiles and panels vs. model design (2D and 3D).</p>
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<p>Original tiles and panels vs. model design (2D and 3D).</p>
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<p>Development of 3D interactive model (digital model) of the Shrine of Shah Yousaf Gardez.</p>
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<p>Development of 3D interactive model (digital model) of the Shrine of Shah Yousaf Gardez.</p>
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<p>Exterior and interior eastern sides of the shrine, with and without defects, in the 3D model.</p>
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<p>Development press of defects on tile-B erected on the east side of the exterior phase, layers of defects on a tile.</p>
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<p>Scheduling quantities of the shrine; (<b>a</b>) tomb plan; (<b>b</b>) Cost Estimation software sheet.</p>
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<p>Categorization of defective areas of tiles on east side of exterior phase.</p>
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30 pages, 10071 KiB  
Article
Intelligent Monitoring System for Integrated Management of Historical Buildings
by Gabriela Wojciechowska, Łukasz Jan Bednarz, Noëlla Dolińska, Piotr Opałka, Michał Krupa and Nino Imnadze
Buildings 2024, 14(7), 2108; https://doi.org/10.3390/buildings14072108 - 9 Jul 2024
Viewed by 765
Abstract
This study demonstrates the effectiveness of a multi-method approach for the restoration of a historic building (train station) in Poland. The project employed field investigations, laboratory analyses, and close-range photogrammetry to create a Historic Building Information Model (HBIM). This comprehensive data set informed [...] Read more.
This study demonstrates the effectiveness of a multi-method approach for the restoration of a historic building (train station) in Poland. The project employed field investigations, laboratory analyses, and close-range photogrammetry to create a Historic Building Information Model (HBIM). This comprehensive data set informed the development of targeted conservation strategies that addressed the station’s specific needs while respecting its historical significance. Interventions prioritized the use of locally sourced and sustainable materials, minimized the visual impact on the exterior, and achieved net-zero emissions through improvements to the building envelope and a switch to a heat pump heating system. Additionally, an intelligent monitoring system was implemented to continuously collect data on environmental conditions and structural displacement. These data will be used to develop a predictive model for future maintenance needs, allowing for a preventative approach to conservation and minimizing resource consumption. Overall, this project serves as a model for integrating advanced technologies in historical building conservation, promoting sustainable practices, and ensuring the longevity of irreplaceable cultural landmarks. The key findings derived from this approach encompass a comprehensive assessment of the station’s condition, optimized conservation strategies, insights from HBIM modeling, and the ongoing benefits of the intelligent monitoring system. Field investigations revealed several areas of concern, such as structural cracks, material deterioration, moisture infiltration, and significant heat loss through the building envelope. This information was crucial for developing targeted conservation strategies. The use of internal thermal insulation systems, particularly capillary active mineral blocks, significantly improved thermal performance. Moisture management interventions, including the restoration of the rainwater drainage system and the application of moisture-proof insulation, reduced reliance on the municipal water supply. The intelligent monitoring system, with sensors measuring temperature, humidity, and structural displacement, plays a crucial role in ongoing conservation efforts. This system allows for continuous monitoring and the development of predictive models, ensuring targeted and preventative maintenance, reducing resource consumption, and extending the lifespan of the building. Full article
(This article belongs to the Special Issue Built Environments and Environmental Buildings)
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<p>Key aspects of a proactive approach to site monitoring and management.</p>
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<p>Key aspects of a data-driven approach to historical building monitoring.</p>
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<p>Key aspects of the diagnosis and characterization of damage.</p>
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<p>Key aspects of preventive conservation and restoration.</p>
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<p>Key types of numerical modeling and simulations.</p>
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<p>Phases of creating a 3D model obtained basing on photogrammetric imagery (from the top): dense point cloud; mesh model; textured model.</p>
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<p>Ground floor plan with markings of sensor locations.</p>
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<p>A visual representation of the differences between wired and wireless monitoring systems.</p>
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<p>Components of the data analysis process derived from the monitoring system.</p>
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<p>HBIM model of railway station.</p>
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<p>Phases of creating a HBIM model (wall detail levels): (<b>a</b>) homogenized model used for thermal and moisture calculations; (<b>b</b>) detailed model used for structural calculations.</p>
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<p>Wall moisture and temperature: (<b>a</b>) sensor, as a part of the (<b>b</b>) IoT based measurement system.</p>
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<p>Example change in the crack opening (displacement) in one of the walls—point D1.</p>
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<p>Example of internal air moisture and temperature change in one of the rooms—point TH4.</p>
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<p>Results of humidity measurements before and after insulation work from the inside—point TH<sub>w</sub>1.</p>
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<p>Comparison of results of masonry structure preservation (<b>a</b>) before crack, (<b>b</b>) after crack, (<b>c</b>) external view of moisture map before insulation (January 2020), (<b>d</b>) external view of moisture map after insulation (March 2024), (<b>e</b>) thermal image from inside (January 2020), (<b>f</b>) thermal image from inside (March 2024).</p>
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<p>Phase of creating a HBIM model (<b>a</b>) wall without insulation, (<b>b</b>) wall with internal insulation.</p>
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25 pages, 29087 KiB  
Article
HBIM for Conservation of Built Heritage
by Yahya Alshawabkeh, Ahmad Baik and Yehia Miky
ISPRS Int. J. Geo-Inf. 2024, 13(7), 231; https://doi.org/10.3390/ijgi13070231 - 1 Jul 2024
Cited by 1 | Viewed by 1102
Abstract
Building information modeling (BIM) has recently become more popular in historical buildings as a method to rebuild their geometry and collect relevant information. Heritage BIM (HBIM), which combines high-level data about surface conditions, is a valuable tool for conservation decision-making. However, implementing BIM [...] Read more.
Building information modeling (BIM) has recently become more popular in historical buildings as a method to rebuild their geometry and collect relevant information. Heritage BIM (HBIM), which combines high-level data about surface conditions, is a valuable tool for conservation decision-making. However, implementing BIM in heritage has its challenges because BIM libraries are designed for new constructions and are incapable of accommodating the morphological irregularities found in historical structures. This article discusses an architecture survey workflow that uses TLS, imagery, and deep learning algorithms to optimize HBIM for the conservation of the Nabatean built heritage. In addition to creating new resourceful Nabatean libraries with high details, the proposed approach enhanced HBIM by including two data outputs. The first dataset contained the TLS 3D dense mesh model, which was enhanced with high-quality textures extracted from independent imagery captured at the optimal time and location for accurate depictions of surface features. These images were also used to create true orthophotos using accurate and reliable 2.5D DSM derived from TLS, which eliminated all image distortion. The true orthophoto was then used in HBIM texturing to create a realistic decay map and combined with a deep learning algorithm to automatically detect and draw the outline of surface features and cracks in the BIM model, along with their statistical parameters. The use of deep learning on a structured 2D true orthophoto produced segmentation results in the metric units required for damage quantifications and helped overcome the limitations of using deep learning for 2D non-metric imagery, which typically uses pixels to measure crack widths and areas. The results show that the scanner and imagery integration allows for the efficient collection of data for informative HBIM models and provide stakeholders with an efficient tool for investigating and analyzing buildings to ensure proper conservation. Full article
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<p>The workflow of the proposed approach.</p>
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<p>Ancient city of Petra. (<b>a</b>) AlDeir monument. (<b>b</b>) Alkahzneh monument.</p>
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<p>(<b>a</b>) Colored point cloud of one of the collected scans. (<b>b</b>) Scan registration results.</p>
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<p>Final registered point cloud (<b>a</b>) shaded and (<b>b</b>) colored, scale in mm.</p>
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<p>(<b>a</b>) The registered point cloud was imported into the BIM platform. (<b>b</b>) Tracing and modeling of architectural elements. (<b>c</b>) Creation of HBIM families.</p>
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<p>Library objects for the Nabatean architectural elements.</p>
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<p>Final HBIM model of the AlDeir monument.</p>
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<p>Texture mapping using TLS camera. (<b>a</b>) Textured point cloud. (<b>b</b>) Textured meshed model.</p>
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<p>Data fusion of TLS and independent camera.</p>
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<p>Improving texture mapping of meshed model using independent imagery. (<b>a</b>) Independent photo. (<b>b</b>) Colored point cloud. (<b>c</b>) Meshed model. (<b>d</b>) Colored meshed model in obj format.</p>
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<p>True orthophoto workflow using DSM.</p>
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<p>(<b>a</b>) Independent photos. (<b>b</b>) TLS DSM (depth values relative to the projection plane in millimeters). (<b>c</b>) True orthophotos.</p>
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<p>HBIM texturing using the produced true orthophoto.</p>
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<p>Typical VGG16 architecture.</p>
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<p>Experimental examples of feature extraction for building facades (<b>A</b>–<b>C</b>). (<b>a</b>) Original images. (<b>b</b>) Canny operator results. (<b>c</b>) Sobel operator results. (<b>d</b>) HED output. (<b>e</b>) HED segmentation.</p>
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<p>The use of the HED model for true orthophoto segmentation and component labeling.</p>
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<p>(<b>a</b>) True orthophoto. (<b>b</b>) Textured HBIM. (<b>c</b>) Deep learning segmentation results.</p>
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<p>Mapping the vector data obtained from segmentation results to the HBIM model.</p>
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<p>Enhanced HBIM for conservation purposes.</p>
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25 pages, 20831 KiB  
Article
Digital Tools for the Preventive Conservation of Built Heritage: The Church of Santa Ana in Seville
by Estefanía Chaves, Jaime Aguilar, Alberto Barontini, Nuno Mendes and Víctor Compán
Heritage 2024, 7(7), 3470-3494; https://doi.org/10.3390/heritage7070164 - 30 Jun 2024
Cited by 2 | Viewed by 1032
Abstract
Historic Building Information Modelling (HBIM) plays a pivotal role in heritage conservation endeavours, offering a robust framework for digitally documenting existing structures and supporting conservation practices. However, HBIM’s efficacy hinges upon the implementation of case-specific approaches to address the requirements and resources of [...] Read more.
Historic Building Information Modelling (HBIM) plays a pivotal role in heritage conservation endeavours, offering a robust framework for digitally documenting existing structures and supporting conservation practices. However, HBIM’s efficacy hinges upon the implementation of case-specific approaches to address the requirements and resources of each individual asset and context. This paper defines a flexible and generalisable workflow that encompasses various aspects (i.e., documentation, surveying, vulnerability assessment) to support risk-informed decision making in heritage management tailored to the peculiar conservation needs of the structure. This methodology includes an initial investigation covering historical data collection, metric and condition surveys and non-destructive testing. The second stage includes Finite Element Method (FEM) modelling and structural analysis. All data generated and processed are managed in a multi-purpose HBIM model. The methodology is tested on a relevant case study, namely, the church of Santa Ana in Seville, chosen for its historical significance, intricacy and susceptibility to seismic action. The defined level of detail of the HBIM model is sufficient to inform the structural analysis, being balanced by a more accurate representation of the alterations, through linked orthophotos and a comprehensive list of alphanumerical parameters. This ensures an adequate level of information, optimising the trade-off between model complexity, investigation time requirements, computational burden and reliability in the decision-making process. Field testing and FEM analysis provide valuable insight into the main sources of vulnerability in the building, including the connection between the tower and nave and the slenderness of the columns. Full article
(This article belongs to the Special Issue Architectural Heritage Management in Earthquake-Prone Areas)
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<p>General view of Seville. Author Ambrosius Brambilla 1585. Santa Ana church is marked with a circle. National library of Spain.</p>
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<p>Aerial view of the church. Main and Gospel nave façade.</p>
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<p>Interior of the church, main altar.</p>
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<p>Evolution of the plans from the original design until the mid-19th century: (<b>a</b>) original plan, (<b>b</b>) mid-16th century, (<b>c</b>) mid-19th century. Grey: original plant, dark red: new modifications, light red: previous modifications. Adapted from [<a href="#B33-heritage-07-00164" class="html-bibr">33</a>].</p>
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<p>Seismic hazard map of Spain, Seville marked with a blue dot [<a href="#B35-heritage-07-00164" class="html-bibr">35</a>].</p>
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<p>Photogrammetric model of the exterior of the church.</p>
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<p>Exterior and interior photogrammetric models’ horizontal cross section.</p>
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<p>Photogrammetric model of a transversal arch.</p>
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<p>Interior orthographic photo of the vaults.</p>
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<p>A 360° view of the church. Second bay of the central nave.</p>
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<p>Types of masonry in the church: (<b>a</b>) vertical elements; (<b>b</b>) nave vaults; (<b>c</b>) altar vaults.</p>
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<p>Cracks in the internal face of the perimetral walls of the church: (<b>a</b>) Epistle nave wall; (<b>b</b>) main façade; (<b>c</b>) Gospel nave wall.</p>
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<p>Damage map of the Epistle nave wall.</p>
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<p>Damage map of the intrados of the vaults.</p>
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<p>Transversal section of the photogrammetry model of the arch and the vault. Measurements in meters.</p>
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<p>Plan view of the accelerometer locations and setups.</p>
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<p>Six experimental vibration modes of the global model.</p>
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<p>Five experimental modes of the portico model.</p>
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<p>BIM parametric objects adopted in the project: examples of native ones in green; in orange, new ones created ad hoc.</p>
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<p>Comparison of the idealised geometry and the point cloud.</p>
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<p>Section of the 3D model showing the parametric objects that includes no geometric information of the model.</p>
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<p>FEM model of Santa Ana church: (<b>a</b>) high-fidelity model; (<b>b</b>) simplified model.</p>
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<p>Elements of the model involved in the calibration.</p>
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<p>Comparison of dynamic properties of the experimental (OMA) and numerical model (FEM). Chapels of the numerical model hidden for a clearer visual comparison.</p>
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<p>Capacity curves obtained from the pushover analysis and location of control points.</p>
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<p>Tensile principal strains for the maximum displacements plotted in <a href="#heritage-07-00164-f025" class="html-fig">Figure 25</a> for each direction.</p>
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26 pages, 70114 KiB  
Article
A Parametric HBIM Approach for Preservation of Bai Ethnic Traditional Timber Dwellings in Yunnan, China
by Yalong Mao, Huifang Lu, Yingying Xiao, Zhe Lai and Lukui Huang
Buildings 2024, 14(7), 1960; https://doi.org/10.3390/buildings14071960 - 27 Jun 2024
Viewed by 910
Abstract
This paper proposes a meta-model-based parametric Historic Building Information Modelling (HBIM) approach to preserving and renewing traditional timber dwellings, specifically focusing on traditional Bai ethnic residential architecture. The study integrates traditional architectural principles with contemporary digital construction techniques. Traditional Bai dwellings have complex [...] Read more.
This paper proposes a meta-model-based parametric Historic Building Information Modelling (HBIM) approach to preserving and renewing traditional timber dwellings, specifically focusing on traditional Bai ethnic residential architecture. The study integrates traditional architectural principles with contemporary digital construction techniques. Traditional Bai dwellings have complex timber structural and spatial characteristics with various components. Results from the application of HBIM demonstrate improved efficiency in documenting and managing structural information, facilitating the maintenance and preservation of heritage buildings. The study concludes that HBIM, supported by parametric and generative design approaches, offers significant advantages in the digital preservation of architectural heritage. This approach not only ensures the structural integrity and historical accuracy of the models but also provides a scalable solution for managing and preserving traditional dwellings in the face of modernization pressures. This research broadens the scope of parametric design within digital construction theory, particularly concerning ancient timber structures. It offers a crucial framework that can inform both future studies and practical efforts in the preservation of heritage buildings. Full article
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<p>Location analysis of Xizhou ancient town.</p>
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<p>A typical two-story timber structure of a Bai ethnic dwelling.</p>
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<p>Procedures for establishing an automatic Building Information Modeling method based on meta-models and construction logic.</p>
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<p>The conceptual framework of the meta-model.</p>
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<p>Constitution of the proposed meta-model.</p>
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<p>Plan axis characteristics of individual “fang”.</p>
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<p>Three structural types of traditional Bai ethnic dwellings.</p>
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<p>Dimensional relationships of different types of rooms in a single-courtyard complex.</p>
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<p>Facade dimensions of a timber structure of a traditional dwelling.</p>
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<p>A diagram showing the relationship between planar topology, elevation, and three dimensions model.</p>
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<p>Illustration of connection relationship of components.</p>
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<p>An illustrative diagram of the connections between components.</p>
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<p>Components classification and spatial relationship.</p>
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<p>Diagram of construction logic combination sequence.</p>
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<p>Building construction sequence/logic.</p>
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<p>Forward design logic.</p>
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<p>Illustrative example of procedure in building meta-model space topology.</p>
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<p>Meta-model roof generation system.</p>
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<p>The proposed solution. Parameters are displayed in green, and command groups are linked to the corresponding 3D modeling stages. The sequence is as follows: the preliminary algorithm for generating basic elements, adhering to the characteristic features of each component type and construction logic, from columns to beams, then to purlins, followed by the construction sequence of the second layer of beams and purlins, combining the traditional construction logic with the modern coordinate system’s algorithm along the Z-axis, X-axis, and Y-axis.</p>
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<p>Diagram of the fusion and matching of point clouds and meta-models, where combining with meta-models facilitates the reverse modeling of point clouds.</p>
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<p>The 6 types of elevation forms for hybrid Bai ethnic dwellings and 12 variations in planar topological patterns.</p>
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<p>Models in the process of component parametrization. The length, width, and height dimensions of columns, beams, and purlins can be changed individually or collectively.</p>
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<p>The parameterized BIM component library where spatial and functional layouts can be defined.</p>
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<p>Models generated through varying topological configurations.</p>
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<p>HBIM Integrated Platform for Architectural Heritage Protection and Renovation.</p>
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26 pages, 11862 KiB  
Article
Research on the Reconstruction Method of Old Houses in Mindong, Republic of China, Based on a Wearable Mobile Scanning System
by Jiayong Yu, Xuejing Jiang, Fei Xu, Honggen Chen, Wei Wu, Ronghai Qiu, Wei Ma, Yuanjie Liu and Guoqiang Wu
Buildings 2024, 14(6), 1766; https://doi.org/10.3390/buildings14061766 - 12 Jun 2024
Viewed by 775
Abstract
To address the complex structures of historical buildings in Mindong, lack of historical reference materials, and heavy workload of traditional surveying and mapping methods in the field, a 3D reconstruction method of historical building based on a wearable mobile scanning system for data [...] Read more.
To address the complex structures of historical buildings in Mindong, lack of historical reference materials, and heavy workload of traditional surveying and mapping methods in the field, a 3D reconstruction method of historical building based on a wearable mobile scanning system for data acquisition was studied. First, a wearable mobile scanning system is used to scan historical buildings in three dimensions. The data are fused to obtain high-precision three-dimensional point cloud data of historical buildings. Second, based on the processed point cloud, a 2D map of historical buildings is accurately drawn using point cloud slicing. Finally, three-dimensional reconstruction of historical buildings is realized using a 2D atlas of historical buildings and modern modeling technology. The accuracy of the three-dimensional reconstruction model was analyzed using a fitting algorithm and structural geometric relationship to verify the effectiveness and accuracy of the method. An old house in Mindong, Republic of China, was taken as the research object. Experimental analysis revealed that (1) a wearable mobile scanning system is suitable for high-quality point cloud data acquisition of buildings with complex geometric features, solving the problems of low efficiency and poor coverage of traditional surveying and mapping results; and (2) the method realizes 2D results rendering and 3D reconstruction of historical buildings based on the wearable mobile scanning system data with good accuracy, providing a reference for the protection and repair of historical buildings and health assessment. Full article
(This article belongs to the Section Building Structures)
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<p>Technique flow chart.</p>
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<p>Wearable mobile laser scanner.</p>
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<p>Point cloud model.</p>
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<p>General layout.</p>
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<p>Point cloud plane slice.</p>
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<p>Plane drawing.</p>
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<p>Point cloud front facade slice.</p>
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<p>Point cloud left facade slice.</p>
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<p>Front facade drawing.</p>
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<p>Left facade drawing.</p>
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<p>Point cloud transverse section slice.</p>
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<p>Point cloud vertical section slice.</p>
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<p>2−2 sectional drawing.</p>
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<p>1−1 sectional drawing.</p>
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<p>Detailed drawing of the bucket arch under the eaves of the central room. (<b>a</b>) Bucket arch plane slice; (<b>b</b>) bottom view; (<b>c</b>) bucket arch facade slice; (<b>d</b>) side elevation; (<b>e</b>) bucket arch section slice; (<b>f</b>) 1−1sectional drawing.</p>
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<p>Detailed drawing of the bucket arch under the eaves of the central room. (<b>a</b>) Bucket arch plane slice; (<b>b</b>) bottom view; (<b>c</b>) bucket arch facade slice; (<b>d</b>) side elevation; (<b>e</b>) bucket arch section slice; (<b>f</b>) 1−1sectional drawing.</p>
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<p>Wall point cloud and model comparison.</p>
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<p>Door and window point cloud and model comparison.</p>
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<p>Column point cloud and model comparison.</p>
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<p>Internal beam point cloud and model comparison.</p>
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<p>External beam point cloud and model comparison.</p>
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<p>Bucket arch point cloud and model comparison.</p>
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<p>Roof model.</p>
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<p>Overall model.</p>
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<p>Comparison diagram before and after correction.</p>
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<p>Comparison diagram before and after splicing processing.</p>
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<p>Three-dimensional model with texture mapping effect.</p>
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<p>Schematic diagram of component geometric relationship.</p>
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<p>Characteristic line and size diagram (mm).</p>
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<p>Deformation of beam frame and maximum deflection position diagram.</p>
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16 pages, 6441 KiB  
Article
Three-Dimensional Documentation and Reconversion of Architectural Heritage by UAV and HBIM: A Study of Santo Stefano Church in Italy
by Guiye Lin, Guokai Li, Andrea Giordano, Kun Sang, Luigi Stendardo and Xiaochun Yang
Drones 2024, 8(6), 250; https://doi.org/10.3390/drones8060250 - 6 Jun 2024
Cited by 3 | Viewed by 920
Abstract
Historic buildings hold significant cultural value and their repair and protection require diverse approaches. With the advent of 3D digitalization, drones have gained significance in heritage studies. This research focuses on applying digital methods for restoring architectural heritage. It utilizes non-contact measurement technology, [...] Read more.
Historic buildings hold significant cultural value and their repair and protection require diverse approaches. With the advent of 3D digitalization, drones have gained significance in heritage studies. This research focuses on applying digital methods for restoring architectural heritage. It utilizes non-contact measurement technology, specifically unmanned aerial vehicles (UAVs), for data collection, creating 3D point cloud models using heritage building information modeling (HBIM), and employing virtual reality (VR) for architectural heritage restoration. Employing the “close + surround” oblique photography technique combined with image matching, computer vision, and other technologies, a detailed and comprehensive 3D model of the real scene can be constructed. It provides crucial data support for subsequent protection research and transformation efforts. Using the case of the Santo Stefano Church in Volterra, Italy, an idealized reconstructed 3D model database was established after data collection to preserve essential resources such as the original spatial data and relationships of architectural sites. Through the analysis of relevant historical data and the implementation of VR, the idealized and original appearance of the case was authentically restored. As a result, in the virtual simulation space, the building’s style was realistically displayed with an immersive experience. This approach not only safeguards cultural heritage but also enhances the city’s image and promotes tourism resources, catering to the diverse needs of tourists. Full article
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<p>Framework for HBIM.</p>
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<p>The map of Volterra city and the location of Santo Stefano Church.</p>
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<p>Santo Stefano Church in Volterra, Italy.</p>
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<p>Workflow of the project.</p>
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<p>UAV collecting church data.</p>
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<p>The point cloud of the Santo Stefano Church.</p>
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<p>Repair process for individual components.</p>
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<p>HBIM family library of the Santo Stefano Church.</p>
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<p>HBIM model of the Santo Stefano Church.</p>
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<p>Restoration of church fragments.</p>
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<p>(<b>a</b>) Point cloud data and restored HBIM model. (<b>b</b>) The restored model on the VR device platform.</p>
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