[go: up one dir, main page]

 
 
Sign in to use this feature.

Years

Between: -

Subjects

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Journals

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Article Types

Countries / Regions

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Search Results (431)

Search Parameters:
Keywords = adaptive reuse

Order results
Result details
Results per page
Select all
Export citation of selected articles as:
20 pages, 3421 KiB  
Article
Circular–Sustainable–Reliable Waste Management System Design: A Possibilistic Multi-Objective Mixed-Integer Linear Programming Model
by Erfan Babaee Tirkolaee
Systems 2024, 12(10), 435; https://doi.org/10.3390/systems12100435 (registering DOI) - 16 Oct 2024
Viewed by 315
Abstract
Waste management involves the systematic collection, transportation, processing, and treatment of waste materials generated by human activities. It entails a variety of strategies and technologies to diminish environmental impacts, protect public health, and conserve resources. Consequently, providing an effective and comprehensive optimization approach [...] Read more.
Waste management involves the systematic collection, transportation, processing, and treatment of waste materials generated by human activities. It entails a variety of strategies and technologies to diminish environmental impacts, protect public health, and conserve resources. Consequently, providing an effective and comprehensive optimization approach plays a critical role in minimizing waste generation, maximizing recycling and reuse, and safely disposing of waste. This work develops a novel Possibilistic Multi-Objective Mixed-Integer Linear Programming (PMOMILP) model in order to formulate the problem and design a circular–sustainable–reliable waste management network, under uncertainty. The possibility of recycling and recovery are considered across incineration and disposal processes to address the main circular-economy principles. The objectives are to address sustainable development throughout minimizing the total cost, minimizing the environmental impact, and maximizing the reliability of the Waste Management System (WMS). The Lp-metric technique is then implemented into the model to tackle the multi-objectiveness. Several benchmarks are adapted from the literature in order to validate the efficacy of the proposed methodology, and are treated by CPLEX solver/GAMS software in less than 174.70 s, on average. Moreover, a set of sensitivity analyses is performed to appraise different scenarios and explore utilitarian managerial implications and decision aids. It is demonstrated that the configured WMS network is highly sensitive to the specific time period wherein the WMS does not fail. Full article
(This article belongs to the Section Supply Chain Management)
Show Figures

Figure 1

Figure 1
<p>Proposed research framework.</p>
Full article ">Figure 2
<p>Proposed methodology.</p>
Full article ">Figure 3
<p>Representation of the developed WMS network.</p>
Full article ">Figure 4
<p>Comparison of the times.</p>
Full article ">Figure 5
<p>Sensitivity analysis of (<math display="inline"><semantics> <mrow> <mi>ρ</mi> <mo>,</mo> <msup> <mrow> <mi>ρ</mi> </mrow> <mrow> <mo>′</mo> </mrow> </msup> <mo>,</mo> <msup> <mrow> <mi>ρ</mi> </mrow> <mo>″</mo> </msup> <mo>)</mo> </mrow> </semantics></math>.</p>
Full article ">Figure 6
<p>Sensitivity analysis of <math display="inline"><semantics> <mrow> <mi>τ</mi> </mrow> </semantics></math>.</p>
Full article ">Figure 6 Cont.
<p>Sensitivity analysis of <math display="inline"><semantics> <mrow> <mi>τ</mi> </mrow> </semantics></math>.</p>
Full article ">
22 pages, 17826 KiB  
Article
The Spatial Form of the Traditional Residences of Shanxi Merchants: A Case Study of Pingyao Ancient City, China
by Yang Long and Safial Aqbar Zakaria
Buildings 2024, 14(10), 3266; https://doi.org/10.3390/buildings14103266 (registering DOI) - 15 Oct 2024
Viewed by 280
Abstract
The Shanxi merchants were one of the top ten merchant groups in Chinese history. From the Ming and Qing Dynasties to the Republic of China, they contributed significantly to the prosperity of China’s financial industry while also developing traditional residences adapted to the [...] Read more.
The Shanxi merchants were one of the top ten merchant groups in Chinese history. From the Ming and Qing Dynasties to the Republic of China, they contributed significantly to the prosperity of China’s financial industry while also developing traditional residences adapted to the local living environment. Nevertheless, current research lacks a thorough investigation into how Shanxi merchant culture influenced the spatial forms of these residences. This study aimed to analyze the spatial forms of three types of Shanxi merchant residences in Pingyao Ancient City through a case study approach, exploring the factors influencing their spatial forms and their relationship with local culture. The focus is on how the shop residence, workshop residence, and courtyard residence types reflect the interplay between commercial activities and the sociocultural background through their spatial arrangements. The findings indicate a high degree of integration between commercial and residential functions, highlighting the profound impact of Shanxi merchant culture on social hierarchy and family structure. This research provides new insights into the spatial forms of Shanxi merchant residences, offering implications for the adaptive reuse of residences in modern urban planning and architectural design, as well as providing a theoretical basis and reference for the preservation and regeneration of architectural heritage. Full article
(This article belongs to the Section Architectural Design, Urban Science, and Real Estate)
Show Figures

Figure 1

Figure 1
<p>City of Pingyao, Shanxi, China (drawn by the authors).</p>
Full article ">Figure 2
<p>Plan of Pingyao Ancient City (drawn by the authors).</p>
Full article ">Figure 3
<p>Qualitative research design flowchart (drawn by the authors).</p>
Full article ">Figure 4
<p>Distribution of three types of residences in Pingyao Ancient City (drawn by the authors).</p>
Full article ">Figure 5
<p>Store residence layout in Pingyao Ancient City (drawn by the authors).</p>
Full article ">Figure 6
<p>The traditional quadrangle courtyard converted to front store and rear residence (author redrawn from Cao [<a href="#B29-buildings-14-03266" class="html-bibr">29</a>]).</p>
Full article ">Figure 7
<p>Interior and exterior of store residence spaces (drawn by the authors).</p>
Full article ">Figure 8
<p>Residential entrance on side street (photo by the authors).</p>
Full article ">Figure 9
<p>Dynamic and static of store residence spaces (drawn by the authors).</p>
Full article ">Figure 10
<p>Store residence elevation plan (drawn by the authors).</p>
Full article ">Figure 11
<p>Rishengchang former bank, Ancient City of Pingyao (photo by the authors).</p>
Full article ">Figure 12
<p>Route map of the Rishengchang former bank (drawn by the authors).</p>
Full article ">Figure 13
<p>A sectional view of the Rishengchang former bank (author redrawn from Cao [<a href="#B29-buildings-14-03266" class="html-bibr">29</a>]).</p>
Full article ">Figure 14
<p>Functional space of Rishengchang piaohao (photo by the authors).</p>
Full article ">Figure 15
<p>Rishengchang protective net (photo by the authors).</p>
Full article ">Figure 16
<p>Workshop residence layout in Pingyao Ancient City (drawn by the authors).</p>
Full article ">Figure 17
<p>Triplex form of workshop residence (author redrawn from Zhu [<a href="#B31-buildings-14-03266" class="html-bibr">31</a>]).</p>
Full article ">Figure 18
<p>Quadrangle form of workshop residence and route map 1 (author redrawn from Zhu [<a href="#B31-buildings-14-03266" class="html-bibr">31</a>]).</p>
Full article ">Figure 19
<p>Workshop residence space combination form and route map 2 (author redrawn from Zhu [<a href="#B31-buildings-14-03266" class="html-bibr">31</a>]).</p>
Full article ">Figure 20
<p>Workshop residence space combination form and route map 3 (author redrawn from Zhu [<a href="#B31-buildings-14-03266" class="html-bibr">31</a>]).</p>
Full article ">Figure 21
<p>The vinegar workshop residence (photo by the authors).</p>
Full article ">Figure 22
<p>Layout of Lei Lütai’s former residence (drawn by the authors).</p>
Full article ">Figure 23
<p>A magnificent courtyard residence (photo by the authors).</p>
Full article ">Figure 24
<p>Interior of a courtyard residence (photo by the authors).</p>
Full article ">Figure 25
<p>Merchants’ values in courtyard residence (photo by the authors).</p>
Full article ">
30 pages, 52651 KiB  
Article
Intervention Projects in the Rural Alpine Environment: Approaches from the 1990s
by Silvia Alonso de los Ríos
Heritage 2024, 7(10), 5611-5640; https://doi.org/10.3390/heritage7100265 - 9 Oct 2024
Viewed by 341
Abstract
The architecture in the rural environment leaves a trail of forgotten pre-existence during depopulation processes. The anonymous practice of continuous updating that these constructions have undergone involves their enlargement and adaptation to new requirements in the sense of primary functionality, but also in [...] Read more.
The architecture in the rural environment leaves a trail of forgotten pre-existence during depopulation processes. The anonymous practice of continuous updating that these constructions have undergone involves their enlargement and adaptation to new requirements in the sense of primary functionality, but also in the evolving ways of inhabiting. It shows an ability to update the heritage without rhetoric, presenting economic, social, and environmental sustainability. These considerations point towards an investigation of the upgrading of architecture in the rural environment as a source of action strategies in an adaptive reuse context. The methodological approach is based on a case study analysis of two intervention projects from the early 1990s in Grisons, namely the pioneering projects of Peter Märkli in Walenstadtberg in 1992/99 and Peter Zumthor in Versam in 1994. The analysis of both cases demonstrates a tectonic correlation between the spatial form development and the potential of traditional building systems. Furthermore, both cases prove the possibility of typological shifts when it comes to updating the built heritage for preservation. Finally, this study elucidates the exemplary role of both cases with respect to the renewed approaches to old and new in the context of the rural environment. Full article
(This article belongs to the Special Issue Adaptive Reuse of Heritage Buildings)
Show Figures

Figure 1

Figure 1
<p>Gugalun House west view. Studio Adam Caruso, ETH Zurich (Simon Burri, Grégoire Farquet, Michael Fehlmann, Lea Hottiger).</p>
Full article ">Figure 2
<p>Walenstadtberg Housing southeast view. ©Peter Märkli.</p>
Full article ">Figure 3
<p>Walenstadtberg Housing. Sketch Peter Märkli. The original proposal for the transformation of the old house and addition of a semi-detached housing block. ©Peter Märkli.</p>
Full article ">Figure 4
<p>Walenstadtberg semi-detached housing model. Note the main façade treatment in relation to the one designed for the old building. ©Peter Märkli.</p>
Full article ">Figure 5
<p>Walenstadtberg Housing southwest view. Churfirsten mountains in the background. Silvia Alonso.</p>
Full article ">Figure 6
<p>Walenstadtberg Housing. Veranda on the first floor. ©Peter Märkli.</p>
Full article ">Figure 7
<p>Walenstadtberg old state. Plan of the second floor. Note the timber frame structure throughout the building (even on the southwest façade), the staircase on the veranda, and the series of connected rooms forming a single bay. Material provided by Gody Kühnis.</p>
Full article ">Figure 8
<p>Walenstadtberg Housing. Timber frame construction on the second floor. Note the southwest façade featuring a glazed loggia and the entasis of the three pillars to the right. Material provided by Gody Kühnis.</p>
Full article ">Figure 9
<p>Walenstadtberg Housing under construction. Note the brick shell on the southwest and northwest façades of the ground and first floors. The new timber frame construction will be housed inside. Material provided by Gody Kühnis.</p>
Full article ">Figure 10
<p>Walenstadtberg Housing under construction. The placing of the wooden windows between columns of what we have called the glazed loggia. Material provided by Gody Kühnis.</p>
Full article ">Figure 11
<p>Walenstadtberg Housing. The plan of the southwest façade in their original state (large-dashed line) and their projected state (solid line). Material provided by Gody Kühnis.</p>
Full article ">Figure 12
<p>Walenstadtberg Housing under construction. Transverse continuity between the interior space and the veranda space. Note the Seeztal view from the veranda. Material provided by Gody Kühnis.</p>
Full article ">Figure 13
<p>Walenstadtberg Housing. The plan of the first floor (as of 1999). Note the new division into three bays (corridor, room, and veranda) and the elimination of the staircase on the veranda. ©Peter Märkli.</p>
Full article ">Figure 14
<p>Walenstadtberg Housing. The plan of the second floor (as of 1999). Note the continuity between the first three rooms on the left and the three free-standing pillars in the façade between these rooms, which have the mentioned entasis. ©Peter Märkli.</p>
Full article ">Figure 15
<p>Walenstadtberg Housing. The plan of the cross section (as of 1999). Note the brick shell on the northwest façade up to the first floor. ©Peter Märkli.</p>
Full article ">Figure 16
<p>Walenstadtberg Housing under construction. Timber frame construction on the first floor. Material provided by Gody Kühnis.</p>
Full article ">Figure 17
<p>Walenstadtberg Housing. The repair of the pillars of the veranda by replacing the damaged parts. Material provided by Gody Kühnis.</p>
Full article ">Figure 18
<p>Walenstadtberg Housing. The reinforcement of the upper timber floor slab and fixing of the new pillars on the southwest façade. Material provided by Gody Kühnis.</p>
Full article ">Figure 19
<p>Walenstadtberg Housing. The first floor finished with wooden cladding and linoleum floor. Note the entasis of the free-standing pillars of the façade [<a href="#B12-heritage-07-00265" class="html-bibr">12</a>].</p>
Full article ">Figure 20
<p>Walenstadtberg Housing. The restoration of the balustrade on the first floor by only replacing the damaged parts. Silvia Alonso.</p>
Full article ">Figure 21
<p>Walenstadtberg Housing. The construction cross section of the project (1992). Note the entasis of the pillars, the reduction in their section between the first and second floors, and the detail of the reinforcement of the wooden slabs on the left. The southwest façade of the first floor is aligned with that of the second floor (originally it was aligned with the ground floor). Material provided by Gody Kühnis.</p>
Full article ">Figure 22
<p>Gugalun House south view. Note the ridge running in the direction of the slope. Silvia Alonso.</p>
Full article ">Figure 23
<p>Gugalun House north façade. Note the added side terrace. Studio Adam Caruso, ETH Zurich (Simon Burri, Grégoire Farquet, Michael Fehlmann, and Lea Hottiger).</p>
Full article ">Figure 24
<p>Gugalun House. Encounter between the old log-construction and the new envelope. Note that the original beams reaching the old corner in perpendicular directions protrude. Studio Adam Caruso, ETH Zurich (Simon Burri, Grégoire Farquet, Michael Fehlmann, and Lea Hottiger).</p>
Full article ">Figure 25
<p>Gugalun House. Peter Zumthor sketch about old and new under the same roof [<a href="#B13-heritage-07-00265" class="html-bibr">13</a>].</p>
Full article ">Figure 26
<p>Gugalun House southwest view. Note how the house remains hidden from the south. Silvia Alonso.</p>
Full article ">Figure 27
<p>Gugalun House. The plan of the west façade. Note the encounter between old and new. Studio Adam Caruso, ETH Zurich (Simon Burri, Grégoire Farquet, Michael Fehlmann, and Lea Hottiger).</p>
Full article ">Figure 28
<p>Gugalun House. The plan of the longitudinal section. Note the decline of the old part. Studio Adam Caruso, ETH Zurich (Simon Burri, Grégoire Farquet, Michael Fehlmann, and Lea Hottiger).</p>
Full article ">Figure 29
<p>Gugalun House ridge from south to north. Note the original chimney in the background heating the old part and the new chimney in the foreground heating the hypocaust. Studio Adam Caruso, ETH Zurich (Simon Burri, Grégoire Farquet, Michael Fehlmann, and Lea Hottiger).</p>
Full article ">Figure 30
<p>Gugalun House. The plan of the ground floor. Studio Adam Caruso, ETH Zurich (Simon Burri, Grégoire Farquet, Michael Fehlmann, and Lea Hottiger).</p>
Full article ">Figure 31
<p>Gugalun House. The plan of the first floor. Note the arrangement of the floor planking that solves the timber framing of the floor slabs. Studio Adam Caruso, ETH Zurich (Simon Burri, Grégoire Farquet, Michael Fehlmann, and Lea Hottiger).</p>
Full article ">Figure 32
<p>Gugalun House. The plan of the cross sections. The old part (<b>left</b>). The new one (<b>right</b>). Note the direction of the roof rafters parallel to the ridge. Studio Adam Caruso, ETH Zurich (Simon Burri, Grégoire Farquet, Michael Fehlmann, and Lea Hottiger).</p>
Full article ">Figure 33
<p>Gugalun House black beast (orange by Silvia Alonso). Note the interior casting of the concrete wall [<a href="#B13-heritage-07-00265" class="html-bibr">13</a>].</p>
Full article ">Figure 34
<p>Gugalun House black beast upper corner of the black concrete slab-wall between the kitchen (<b>left</b>) and the dining room (<b>right</b>). Orthos Logos.</p>
Full article ">Figure 35
<p>Gugalun House. Juts in the southwest corner that overlap the same as the old building beams. Flickr.</p>
Full article ">Figure 36
<p>Chastè sur En in Zuoz. The subdivision of the old stone house with the introduction of a wooden cell called Stube in the 16th century [<a href="#B15-heritage-07-00265" class="html-bibr">15</a>].</p>
Full article ">Figure 37
<p>Savognin tower house (<b>left</b>) and hall house (<b>right</b>), 16th Century. The growth of the original constructions occured by successive additions until the 17th century [<a href="#B14-heritage-07-00265" class="html-bibr">14</a>].</p>
Full article ">Figure 38
<p>Calanca-Monti guesthouse, 16th Century (<b>left</b>) [<a href="#B14-heritage-07-00265" class="html-bibr">14</a>]. Tavole House, Herzog&amp;De Meuron, 1982–1988 (<b>right</b>) <a href="http://www.herzogdemeuron.com" target="_blank">www.herzogdemeuron.com</a>.</p>
Full article ">Figure 39
<p>Gugalun House. The interior cladding of one bedroom in the old part as seen from the hallway. Studio Adam Caruso, ETH Zurich (Simon Burri, Grégoire Farquet, Michael Fehlmann, and Lea Hottiger).</p>
Full article ">
20 pages, 6328 KiB  
Article
Kiln–House Isomorphism and Cultural Isomerism in the Pavilions of the Yuci Area: The Xiang-Ming Pavilion as an Example
by Zexi Zhang, Chongen Wang and Chuanjin Hu
Buildings 2024, 14(10), 3188; https://doi.org/10.3390/buildings14103188 - 7 Oct 2024
Viewed by 620
Abstract
The pavilion is a time-honored architectural form in the Chinese silhouette with strong regional characteristics. Its appearance and technical means are often adaptively combined according to the characteristics of local architecture. The “kiln–house isomorphism” is a unique construction technology of the Shanxi construction [...] Read more.
The pavilion is a time-honored architectural form in the Chinese silhouette with strong regional characteristics. Its appearance and technical means are often adaptively combined according to the characteristics of local architecture. The “kiln–house isomorphism” is a unique construction technology of the Shanxi construction type in China. Therefore, the “kiln–house isomorphism” is generally adopted for the construction of pavilions in Shanxi. This study focuses on Xiaonanzhuang Village, Yuci District, Jinzhong City, Shanxi Province. Taking the Xiang-ming Pavilion, the core building of the village, as an example, we analyze the architectural characteristics of the “kiln–house isomorphism” in the pavilion in this area, describe the general construction rules of the region, and conduct a deep investigation of the five “cultural isomerism” factors of the pavilions in the region, namely, geomancy, etiquette and music, beliefs, clans, and cultivation and study. The results of this research will enrich the regional knowledge of such pavilions and add new objects for the protection of local architectural heritage, providing a theoretical basis for the contemporary adaptive reuse of pavilions in the Yuci area from a cultural perspective. Full article
(This article belongs to the Section Architectural Design, Urban Science, and Real Estate)
Show Figures

Figure 1

Figure 1
<p>Map of “kiln–house isomorphic” buildings. Note: This map is downloaded from the standard map service website of the Ministry of Natural Resources, PRC.</p>
Full article ">Figure 2
<p>(<b>a</b>) Xiang-ming Pavilion (shot in 2009). (<b>b</b>) Xiang-ming Pavilion (shot in 2024).</p>
Full article ">Figure 3
<p>(<b>a</b>) The Xiang-ming Pavilion’s surrounding environment (shot in 1985). (<b>b</b>) The Xiang-ming Pavilion’s surrounding environment (shot in 2024).</p>
Full article ">Figure 4
<p>Geographical location of the research object. Note: This map is downloaded from the standard map service website of the Ministry of Natural Resources, PRC.</p>
Full article ">Figure 5
<p>The general form of a “kiln–house Isomorphic” building (Purple Bamboo Forest Temple, Ancient Village of Dian Tou).</p>
Full article ">Figure 6
<p>Research steps.</p>
Full article ">Figure 7
<p>(<b>a</b>) South Facade of the Xiang-ming Pavilion (shot in 2024). (<b>b</b>) West-side elevation of the Xiang-ming Pavilion (shot in 2024).</p>
Full article ">Figure 8
<p>Plan of the Xiang-ming Pavilion.</p>
Full article ">Figure 9
<p>Elevation of the Xiang-Ming Pavilion.</p>
Full article ">Figure 10
<p>Schematic diagram of building structure.</p>
Full article ">Figure 11
<p>Xiang-ming Pavilion interior space (shot in 2024).</p>
Full article ">Figure 12
<p>Xiang-Ming Pavilion decorative components (shot in 2024).</p>
Full article ">Figure 13
<p>(<b>a</b>) The Romance of the Three Kingdoms. (<b>b</b>) plum blossom, Orchid, Bamboo and Chrysanthemum paintings. (<b>c</b>) Guan Yu sculpture. (<b>d</b>) Kui Xing sculpture (shot in 2024).</p>
Full article ">Figure 14
<p>(<b>a</b>) Xiang-Ming plaque. (<b>b</b>) Yu-lin plaque (shot in 2024).</p>
Full article ">
19 pages, 5491 KiB  
Article
Structural Reuse of Decommissioned Ski Lift Steel Trusses for Load-Bearing Applications
by Adrian Kiesel, Guido Brandi, Jael Schlatter, Andri Gerber and Silke Langenberg
Architecture 2024, 4(4), 835-853; https://doi.org/10.3390/architecture4040044 - 5 Oct 2024
Viewed by 469
Abstract
The ongoing effects of climate change have led to a rise in global temperature, significantly reducing snow cover and resulting in the abandonment of numerous ski areas across Switzerland. As a result, many ski lifts have been decommissioned and left to deteriorate due [...] Read more.
The ongoing effects of climate change have led to a rise in global temperature, significantly reducing snow cover and resulting in the abandonment of numerous ski areas across Switzerland. As a result, many ski lifts have been decommissioned and left to deteriorate due to lenient local regulations. To address this issue, this paper presents a case study approach to repurposing steel trusses from abandoned ski lifts for a new structural application within the building industry. The design, sourcing, and construction of a new load-supporting column are described, focusing on reusing the ski lift steel trusses as a whole, without dismantling them into their components. After collection, these elements are adapted to comply with current building standards. By pouring out the hollow structure with the recently developed building material Cleancrete ©, a new load-bearing structure is developed. A comprehensive life cycle assessment (LCA) demonstrates the environmental performance of the steel–Cleancrete hybrid construction, which achieves a global warming potential (GWP) of 536.58 kg CO2-eq. In comparison, alternative designs using wood and concrete exhibited GWP values of 679.45 kg CO2-eq, +26.6%, and 1593.72 kg CO2-eq, +197.02%, respectively. These findings suggest that repurposing abandoned ski lift structures can significantly contribute to sustainable building practices, waste reduction, and the promotion of circular economy principles. The process outlined in this paper holds potential for future applications, particularly in the reuse of other steel components, ensuring continued circularity even as the supply of ski lift structures may dwindle. Full article
Show Figures

Figure 1

Figure 1
<p>Step-by-step evaluation and decision process for the reuse of steel trusses from decommissioned ski areas.</p>
Full article ">Figure 2
<p>(<b>a</b>) Column front elevation, (<b>b</b>) column side elevation, (<b>c</b>) column top view, (<b>d</b>) column floor plan.</p>
Full article ">Figure 3
<p>Map of the ski lift layout within the mountainous terrain.</p>
Full article ">Figure 4
<p>Scheme of the construction of the ski lift column, identifying the different steel profiles, their location in the broader context, and their connect details.</p>
Full article ">Figure 5
<p>(<b>a</b>) The column within the landscape, (<b>b</b>) structural system from outside, (<b>c</b>) the structural system from inside the column, (<b>d</b>) the welded connections from the outside, (<b>e</b>) the welded connections from the inside.</p>
Full article ">Figure 6
<p>Schematic approach of reworking the ski lift truss to a reused column: (<b>a</b>) an axonometric view of the collected truss, (<b>b</b>) an axonometric view of the collected truss with the seat carrying system removed, (<b>c</b>) an axonometric view of the inserted hollow body in the structure and the placement of the formwork panels, (<b>d</b>) an axonometric view of the finished reused column.</p>
Full article ">Figure 7
<p>Schematic approach of integrating and constructing the contextual structural system. (<b>a</b>) The placing of the steel collar and (<b>b</b>) welding it onto the truss, (<b>c</b>) the placing of the connecting wooden beams on top of the steel collar and (<b>d</b>) attaching the wooden beams to the collar, (<b>e</b>) the placing of a grooved laminated wooden slab on top of the beams and (<b>f</b>) attaching the grooved laminated wooden slab.</p>
Full article ">Figure 8
<p>Comparing design alternatives: (<b>a</b>) a reused steel truss column, (<b>b</b>) a wooden column, and (<b>c</b>) a concrete column.</p>
Full article ">Figure 9
<p>Life cycle according to SIA 2032; 2020 supplemented with reuse [<a href="#B28-architecture-04-00044" class="html-bibr">28</a>].</p>
Full article ">Figure 10
<p>The system boundaries of the LCA system within the dotted line. The reused items follow the flow of the red arrows, while new, recycled, or landfilled materials follow the black arrows. Within the boundaries of the system, transitions between phases are transport phases, indicated by icons.</p>
Full article ">Figure 11
<p>Calculation values based on the KBOB [<a href="#B59-architecture-04-00044" class="html-bibr">59</a>], separated into steel truss helicopter, steel truss crane, steel truss new, wooden column, and concrete column, with their material quantities and equivalent GWPs.</p>
Full article ">Figure 12
<p>Comparison of the reused steel truss column and the design alternatives wood and concrete.</p>
Full article ">
17 pages, 4120 KiB  
Article
Implementing a Vision-Based ROS Package for Reliable Part Localization and Displacement from Conveyor Belts
by Eber L. Gouveia, John G. Lyons and Declan M. Devine
J. Manuf. Mater. Process. 2024, 8(5), 218; https://doi.org/10.3390/jmmp8050218 - 30 Sep 2024
Viewed by 375
Abstract
The use of computer vision in the industry has become fundamental, playing an essential role in areas such as quality control and inspection, object recognition/tracking, and automation. Despite this constant growth, robotic cell systems employing computer vision encounter significant challenges, such as a [...] Read more.
The use of computer vision in the industry has become fundamental, playing an essential role in areas such as quality control and inspection, object recognition/tracking, and automation. Despite this constant growth, robotic cell systems employing computer vision encounter significant challenges, such as a lack of flexibility to adapt to different tasks or types of objects, necessitating extensive adjustments each time a change is required. This highlights the importance of developing a system that can be easily reused and reconfigured to address these challenges. This paper introduces a versatile and adaptable framework that exploits Computer Vision and the Robot Operating System (ROS) to facilitate pick-and-place operations within robotic cells, offering a comprehensive solution for handling and sorting random-flow objects on conveyor belts. Designed to be easily configured and reconfigured, it accommodates ROS-compatible robotic arms and 3D vision systems, ensuring adaptability to different technological requirements and reducing deployment costs. Experimental results demonstrate the framework’s high precision and accuracy in manipulating and sorting tested objects. Thus, this framework enhances the efficiency and flexibility of industrial robotic systems, making object manipulation more adaptable for unpredictable manufacturing environments. Full article
(This article belongs to the Special Issue Robotics in Manufacturing Processes)
Show Figures

Figure 1

Figure 1
<p>(<b>a</b>) Physical and (<b>b</b>) digital layers of the robotic cell.</p>
Full article ">Figure 2
<p>ROS workspace and components interconnection overview.</p>
Full article ">Figure 3
<p>Autonomous pick-and-place process flowchart.</p>
Full article ">Figure 4
<p>Pick-and-place task experiment setup. The queue of objects passes in front of the 3D scanner, which sends the target positions to the robot for picking the objects in the pickup area and placing them in the tray positioned on the table.</p>
Full article ">Figure 5
<p>Violin plot of the angle error for each type of object.</p>
Full article ">Figure 6
<p>Error for each of the 12 predefined angles from 0 to 165° in increments of 15°.</p>
Full article ">Figure 7
<p>Overall results of the success rate during the pick-and-place experiments.</p>
Full article ">
18 pages, 2581 KiB  
Review
Recycling Technologies for Biopolymers: Current Challenges and Future Directions
by Adenike A. Akinsemolu, Adetola M. Idowu and Helen N. Onyeaka
Polymers 2024, 16(19), 2770; https://doi.org/10.3390/polym16192770 - 30 Sep 2024
Viewed by 1103
Abstract
Plastic pollution is a major driver of climate change that is associated with biodiversity loss, greenhouse gas emissions, and negative soil, plant, animal, and human health. One of the solutions that has been proposed and is currently reducing the adverse effects of plastic [...] Read more.
Plastic pollution is a major driver of climate change that is associated with biodiversity loss, greenhouse gas emissions, and negative soil, plant, animal, and human health. One of the solutions that has been proposed and is currently reducing the adverse effects of plastic on the planet is the replacement of synthetic plastics with biopolymers. The biodegradable polymers have been adapted for most of the applications of synthetic plastic. However, their use and disposal present some sustainability challenges. Recycling emerges as an effective way of promoting the sustainability of biopolymer use. In this article, we review recycling as a viable solution to improve the sustainability of biopolymers, emphasizing the current types and technologies employed in biopolymer recycling and the challenges faced in their adoption. Our exploration of the future directions in the conversion of biopolymers into new polymers for reuse establishes a connection between established continuous technological innovation, integration into circular economy models, and the establishment and strengthening of collaborations among key stakeholders in relevant industries as necessary steps for the adoption, full utilization, and improvement of recycling technologies for biopolymers. By connecting these factors, this study lays a foundation for the establishment of a roadmap for improved biopolymer recycling technologies and processes that promote the sustainability of synthetic plastic alternatives. Full article
(This article belongs to the Section Biobased and Biodegradable Polymers)
Show Figures

Figure 1

Figure 1
<p>PHA-Based Bioplastics [<a href="#B25-polymers-16-02770" class="html-bibr">25</a>].</p>
Full article ">Figure 2
<p>A Depiction of the Sustainability of Bioplastics based on their Life cycle [<a href="#B37-polymers-16-02770" class="html-bibr">37</a>].</p>
Full article ">Figure 3
<p>The Chemical Recycling Process for Thermal Biopolymers [<a href="#B38-polymers-16-02770" class="html-bibr">38</a>].</p>
Full article ">Figure 4
<p>The Biodegradability of Biopolymers under Aerobic Conditions [<a href="#B39-polymers-16-02770" class="html-bibr">39</a>].</p>
Full article ">Figure 5
<p>Mechanical and Chemical Recycling Methods for Biopolymers.</p>
Full article ">
12 pages, 648 KiB  
Article
Depth-Optimized Quantum Circuit of Gauss–Jordan Elimination
by Kyungbae Jang, Yujin Oh and Hwajeong Seo
Appl. Sci. 2024, 14(19), 8579; https://doi.org/10.3390/app14198579 - 24 Sep 2024
Viewed by 305
Abstract
Quantum computers have the capacity to solve certain complex problems more efficiently than classical computers. To fully leverage these quantum advantages, adapting classical arithmetic for quantum systems in a circuit level is essential. In this paper, we introduce a depth-optimized quantum circuit of [...] Read more.
Quantum computers have the capacity to solve certain complex problems more efficiently than classical computers. To fully leverage these quantum advantages, adapting classical arithmetic for quantum systems in a circuit level is essential. In this paper, we introduce a depth-optimized quantum circuit of Gauss–Jordan elimination for matrices in binary. This quantum circuit is a crucial module for accelerating Information Set Decoding (ISD) using Grover’s algorithm. ISD is a cryptographic technique used in analyzing code-based cryptographic algorithms. When combined with Grover’s search, it achieves a square root reduction in complexity. The proposed method emphasizes the potential for parallelization in the quantum circuit implementation of Gauss–Jordan elimination. We allocate additional ancilla qubits to enable parallel operations within the target matrix and further reuse these ancilla qubits to minimize overhead from our additional allocation. The proposed quantum circuit for Gauss–Jordan elimination achieves the lowest Toffoli depth compared to the-state-of-art previous works. Full article
Show Figures

Figure 1

Figure 1
<p>Sequential quantum circuit implementation of the swap stage (where <math display="inline"><semantics> <mrow> <mstyle mathsize="130%"> <mo>|</mo> </mstyle> <mrow> <msub> <mi>H</mi> <mrow> <mn>0</mn> <mo>,</mo> <mn>0</mn> </mrow> </msub> </mrow> <mo>〉</mo> </mrow> </semantics></math> is the pivot).</p>
Full article ">Figure 2
<p>Quantum circuit implementation of the swap stage (where <math display="inline"><semantics> <mrow> <mstyle mathsize="130%"> <mo>|</mo> </mstyle> <mrow> <msub> <mi>H</mi> <mrow> <mn>0</mn> <mo>,</mo> <mn>0</mn> </mrow> </msub> </mrow> <mo>〉</mo> </mrow> </semantics></math> is the pivot).</p>
Full article ">Figure 3
<p>Exponential copy.</p>
Full article ">Figure 4
<p>Quantum circuit implementation of the elimination stage (where <math display="inline"><semantics> <mrow> <mstyle mathsize="130%"> <mo>|</mo> </mstyle> <mrow> <msub> <mi>H</mi> <mrow> <mn>0</mn> <mo>,</mo> <mn>0</mn> </mrow> </msub> </mrow> <mo>〉</mo> </mrow> </semantics></math> is the pivot); red and blue lines have no dependency.</p>
Full article ">Figure A1
<p>Common Quantum gates.</p>
Full article ">
23 pages, 4044 KiB  
Article
Sustainable Textile Manufacturing with Revolutionizing Textile Dyeing: Deep Learning-Based, for Energy Efficiency and Environmental-Impact Reduction, Pioneering Green Practices for a Sustainable Future
by Kübra Yılmaz, İnayet Özge Aksu, Mustafa Göçken and Tuğçe Demirdelen
Sustainability 2024, 16(18), 8152; https://doi.org/10.3390/su16188152 - 18 Sep 2024
Viewed by 1943
Abstract
The textile industry, a substantial component of the global economy, holds significant importance due to its environmental impacts. Particularly, the use of water and chemicals during dyeing processes raises concerns in the context of climate change and environmental sustainability. Hence, it is crucial [...] Read more.
The textile industry, a substantial component of the global economy, holds significant importance due to its environmental impacts. Particularly, the use of water and chemicals during dyeing processes raises concerns in the context of climate change and environmental sustainability. Hence, it is crucial from both environmental and economic standpoints for textile factories to adopt green industry standards, particularly in their dyeing operations. Adapting to the green industry aims to reduce water and energy consumption in textile dyeing processes, minimize waste, and decrease the carbon footprint. This approach has become crucial in achieving sustainability in textiles following the signing of the Paris Climate Agreement. Important elements of this transformation include the reuse of washing waters used in the dyeing process, the recycling of wastewater, and the enhancement of energy efficiency through necessary methodological and equipment changes. This study analyzes the energy, labor, production, and consumption data since 2011 for a textile factories with four branches located in the Adana Organized Industrial Zone. Among these factories, the one designated as UT1, which has the highest average energy and water consumption compared to the other three branches, is selected. In recent years, the use of artificial intelligence and machine learning technologies in predicting industrial processes has been increasingly observed. The data are analyzed using LSTM (Long Short-Term Memory) and ANN (Artificial Neural Networks) forecasting methods. Particularly, the LSTM algorithms, which provided the most accurate results, have enabled advanced forecasting of electricity consumption in dyeing processes for future years. In 2020, electricity consumption was recorded as 3,717,224 kWh and this consumption was reflected in the total energy cost as TRY 1,916,032. Electricity consumption accounts for 22.34% of total energy consumption, while the share of this energy type in the cost is 43.25%. In the light of these data, the MAPE value for energy consumption forecasts using the LSTM model was 0.45%, which shows that the model is able to forecast with high accuracy. As a result, a solar power plant was installed to optimize energy consumption, and in 2023 60% energy savings were achieved in summer and 25% in winter. The electricity consumption forecasting results have been an essential guide in planning strategic initiatives to enhance factory efficiency. Following improvement efforts aimed at reducing energy consumption and lowering the carbon footprint, significant optimizations in processes and layouts have been made at specific bottleneck points within the facility. These improvements have led to savings in labor, time, and space, and have reduced unit production costs. Full article
Show Figures

Figure 1

Figure 1
<p>UT 1 dyeing processes.</p>
Full article ">Figure 2
<p>Consumption values in <a href="#sustainability-16-08152-t001" class="html-table">Table 1</a>.</p>
Full article ">Figure 3
<p>Consumption values in <a href="#sustainability-16-08152-t002" class="html-table">Table 2</a>.</p>
Full article ">Figure 4
<p>The structure of an artificial neural network.</p>
Full article ">Figure 5
<p>The structure of the LSTM network method.</p>
Full article ">Figure 6
<p>UT1 current layout plan.</p>
Full article ">Figure 7
<p>UT1 new layout plan.</p>
Full article ">Figure 8
<p>UT1 production outer-ring-road plan.</p>
Full article ">Figure 9
<p>Electricity consumption data used in the training phase of forecasting methods (2015–2021).</p>
Full article ">Figure 10
<p>ANN prediction on the testing data set.</p>
Full article ">Figure 11
<p>LSTM prediction on the testing data set.</p>
Full article ">Figure 12
<p>Performance comparison of the LSTM and ANN prediction models.</p>
Full article ">Figure 13
<p>Training/Testing graphs of the ANN and LSTM models.</p>
Full article ">Figure 14
<p>Solar panels on the company’s roof.</p>
Full article ">
25 pages, 24816 KiB  
Article
Heritage Regeneration Models for Traditional Courtyard Houses in a Northern Chinese City (Jinan) in the Context of Urban Renewal
by Meng Chen, Hechi Wang, Zhanfang Hu, Qi Zhou and Liang Zhao
Sustainability 2024, 16(18), 8089; https://doi.org/10.3390/su16188089 - 16 Sep 2024
Viewed by 843
Abstract
The fundamental disputes in urban heritage regeneration stem from variations in power dynamics and inherent value systems among stakeholders. Addressing conflicts and power differentials involving governmental bodies, market forces, community residents, experts, and scholars is crucial for fostering sustainable urban heritage development. Recently, [...] Read more.
The fundamental disputes in urban heritage regeneration stem from variations in power dynamics and inherent value systems among stakeholders. Addressing conflicts and power differentials involving governmental bodies, market forces, community residents, experts, and scholars is crucial for fostering sustainable urban heritage development. Recently, these contradictions have grown more pronounced as China’s urbanization has transitioned from rapid expansion to a phase focused on existing urban assets. In the present research, the typical traditional courtyard-style residential buildings in Jinan, a historic city in northern China, were selected as the object of study. These houses often suffer from problems such as outdated infrastructure and low living conditions and have become difficult to adapt to contemporary urban life. A case study approach was employed focusing on a representative courtyard house to develop models for renewing and regenerating urban heritage, specifically tailored to traditional courtyard houses. The aim was to address conflicts and power disparities among urban heritage stakeholders through diverse mechanisms. Methodologically, the research integrates historical study and field investigation, participatory analysis, and policy analysis. Primary data sources include field surveys, historical research, oral interviews, and drone aerial photography. Models were constructed in the present study—namely, the heritage self-renewal, heritage revitalization, and heritage transformation models—for traditional courtyard houses. These models were designed to foster sustainable urban heritage development through collaborative efforts across various stakeholders and administrative levels. They will optimize the renewal mechanism of urban heritage, thus providing diversity and multiple possibilities for the preservation and reuse of architectural heritage in China. They aim to realize comprehensive urban heritage values, including vitality, health, efficiency, and equity, while accommodating the interests of diverse stakeholders. Full article
(This article belongs to the Special Issue Sustainable Conservation of Urban and Cultural Heritage)
Show Figures

Figure 1

Figure 1
<p>Distribution of typical courtyard house types in China (based on a map of the People’s Republic of China by the State Bureau of Surveying and Mapping, Map Approval Number: GS(2019)1682 and [<a href="#B67-sustainability-16-08089" class="html-bibr">67</a>]).</p>
Full article ">Figure 2
<p>The main spatial layout types of traditional courtyard houses in Jinan ((<b>a</b>–<b>d</b>) show the traditional one-entry courtyard houses in Jinan; (<b>f</b>–<b>i</b>) show the courtyard houses with east-west oriented main gates; (<b>e</b>) shows a courtyard house with a side corridor; and (<b>j</b>,<b>k</b>) show the courtyard houses with two courtyards).</p>
Full article ">Figure 3
<p>Distribution of major architectural heritage in Jiangjunmiao Historic District of Jinan.</p>
Full article ">Figure 4
<p>Spatial characteristics of courtyard-style historic buildings in Jiangjunmiao Historic District of Jinan (based on the open data of Jinan Natural Resources and Planning Bureau).</p>
Full article ">Figure 5
<p>Aerial view of No. 55 Qiming Street.</p>
Full article ">Figure 6
<p>Photo of No. 55 Qiming Street in its current state.</p>
Full article ">Figure 7
<p>Site plan of No. 55 Qiming Street.</p>
Full article ">Figure 8
<p>Plans of No. 55 Qiming Street.</p>
Full article ">Figure 9
<p>Mechanisms for modeling urban heritage regeneration.</p>
Full article ">Figure 10
<p>Heritage self-renewal model operational mechanisms.</p>
Full article ">Figure 11
<p>Axonometric view of the self-renewal strategy at No. 55 Qiming Street.</p>
Full article ">Figure 12
<p>Self-renewal building section perspective view of the self-renewal strategy at No. 55 Qiming Street.</p>
Full article ">Figure 13
<p>Heritage revitalization model operational mechanisms.</p>
Full article ">Figure 14
<p>Three types of restroom modules.</p>
Full article ">Figure 15
<p>Heritage transformation model.</p>
Full article ">Figure 16
<p>Spatial relationship between the renovated building on the south side and the north courtyard.</p>
Full article ">
26 pages, 7023 KiB  
Article
Integrating Design for Adaptability, Disassembly, and Reuse into Architectural Design Practice
by St John Walsh and Elizabeth Shotton
Sustainability 2024, 16(17), 7771; https://doi.org/10.3390/su16177771 - 6 Sep 2024
Viewed by 623
Abstract
Increased timber construction is putting pressure on Ireland’s limited structural-grade timber stock, while recovered timber is currently downcycled or incinerated. Design for Adaptability, disassembly and reuse (DfADR) has emerged as a response to this wasteful linear process, which can increase the life span [...] Read more.
Increased timber construction is putting pressure on Ireland’s limited structural-grade timber stock, while recovered timber is currently downcycled or incinerated. Design for Adaptability, disassembly and reuse (DfADR) has emerged as a response to this wasteful linear process, which can increase the life span of structures, the ease of disassembly during and after use, and improve the quality of recovered material. However, while many DfADR strategies have been identified, uptake in architectural practice is lacking. Impediments to DfADR were identified through an analysis of an existing timber-framed structure and a modified design developed based on the ISO 20887:2020 principles to illustrate practical solutions. In tandem, a decision tool was developed that organised the plethora of identified strategies by the ISO principles and the work stages used by designers to facilitate integration into practice. Modest reconfigurations of the space and roof structure increased adaptability, access to services for replacement and repair, and expansion potential to increase service life, while rationalized timber sizes improved reuse potential. Using wood nails in stud and joist framing, with screws replacing nails elsewhere, and omitting adhesives from the floor panels increased the ease of disassembly. These relatively minor changes resulted in nearly 3 times the amount of solid timber with a high reuse potential (≥2348 mm) recovered over the original design, highlighting the impact DfADR can have on the recoverability and reusability of timber. Full article
(This article belongs to the Section Waste and Recycling)
Show Figures

Figure 1

Figure 1
<p>Demolition of an office on Brewery Road, Dublin, Ireland, selected site photos 2020 (Walsh).</p>
Full article ">Figure 2
<p>Screenshot of DfD Design Tool, with Work Stages on horizontal axis and ISO principles on vertical axis in bold, which can be expanded to reveal DfD strategies and tactics by work stage.</p>
Full article ">Figure 3
<p>Original design—ground floor (bottom), first floor, and attic level plans of semi-detached houses (redrawn by authors, based on Cygnum Timber Frame documentation).</p>
Full article ">Figure 4
<p>Original floor cassette layout of first floor indicating the direction of span with arrows (drawing by authors).</p>
Full article ">Figure 5
<p>Original design section for semi-detached house with fink truss roof structure (drawing by authors, numbers in legend correspond to plan drawings).</p>
Full article ">Figure 6
<p>Original floor panel-to-panel connection (red is glue line, OSB nailed to each joist) (drawing by authors).</p>
Full article ">Figure 7
<p>Modified design floor layouts, ground floor (Below), first floor and attic (Top); service and utilities highlighted in blue (drawing by authors).</p>
Full article ">Figure 8
<p>Modified design; section, including cut truss roof or attic truss (drawing by authors, numbers in legend correspond to plan drawings).</p>
Full article ">Figure 9
<p>Revised Section with hinged wall panels to facilitate service maintenance and changes (drawing by authors).</p>
Full article ">Figure 10
<p>Modified framing plan of first-floor deck, using solid timber joists of 4800 mm length, indicating the direction of span with orange arrows, green arrows indicating the direction of expansion facilitated by changing span (drawing by authors).</p>
Full article ">Figure 11
<p>Plan sections showing first and second (red) use screw locations in 140 mm studs. (<b>a</b>) First screws equally spaced, (<b>b</b>) first screws unequally spaced (drawing by authors).</p>
Full article ">Figure 12
<p>Framed unit with location of cuts indicated in red where wooden nails used, excerpt from proposed disassembly plan (drawing by authors).</p>
Full article ">Figure 13
<p>Quantity in cubic meters (m<sup>3</sup>) of structural timber in original (less 100 mm cut at each end) vs. modified design—one house only (figure by authors).</p>
Full article ">Figure 14
<p>Quantity (lineal meters) of recoverable timber elements over 2348 mm in original vs. modified designs (figure by authors).</p>
Full article ">Figure 15
<p>Quantity in cubic meters (m<sup>3</sup>) of structural timber in modified design and modified design including a suspended timber-framed ground floor structure, one house only (figure by authors).</p>
Full article ">
23 pages, 10338 KiB  
Article
Rehabilitation of Heritage Buildings in Conflict Zones: A Case Study of Al-Khader Library in Gaza Strip and Its Impact on Sustainable Development
by Dana Khalid Amro and Suheir Ammar
Buildings 2024, 14(9), 2759; https://doi.org/10.3390/buildings14092759 - 3 Sep 2024
Viewed by 665
Abstract
Rehabilitating heritage buildings is a common practice in developed countries. In contrast, developing countries experiencing conflict lack the financial support and qualified experts to restore heritage buildings. This article focuses on the restoration of the al-Khader building in the Gaza Strip, part of [...] Read more.
Rehabilitating heritage buildings is a common practice in developed countries. In contrast, developing countries experiencing conflict lack the financial support and qualified experts to restore heritage buildings. This article focuses on the restoration of the al-Khader building in the Gaza Strip, part of a UNESCO project aimed at preserving historical buildings. This study aims to explore the challenges and impacts of the adaptive reuse of the al-Khader building as a children’s library for the local community and to explore the impact of this project on sustainable development and its importance locally, as well as the role of this building restoration and rehabilitation through Quintuple Helix dimensions. Qualitative methodology was used, including field observation and interviews, to present the project stages during restoration in 2016. The interviews were conducted with library users, employees, and visitors to evaluate their experience in 2019. The research revealed that the restoration process faced several challenges, including a lack of experience and professional workers in conservation work. Despite challenges, the building’s transformation positively affected heritage preservation and the local community, aligning with 11 Sustainable Development Goals—directly with 7 goals (SDGs 4, 7, 8, 11, 12, 16, and 17) and indirectly with 4 goals (SDGs 1, 5, 9, and 13). The findings emphasise the role of the library’s rehabilitation in contributing to the success of the Quintuple Helix in economic and civil society systems and the need to enhance the consideration of government, education, and environmental systems. Finally, this project, which external donors funded, increased awareness among local people of the importance of heritage buildings. Unfortunately, due to the ongoing conflict in Gaza, the current status of the building is unknown. This study, therefore, serves as necessary documentation of the building as it was in 2023 and prior. Full article
Show Figures

Figure 1

Figure 1
<p>Location of the Gaza Strip and Deir el-Balah. Adapted from PCBC, 2009, page 5 [<a href="#B42-buildings-14-02759" class="html-bibr">42</a>].</p>
Full article ">Figure 2
<p>(<b>A</b>) The main entrance from the outside; (<b>B</b>) the entrance from the inside and Azeer; (<b>C</b>) the three domed spaces; (<b>D</b>) hemispherical domes constructed using clay pottery pots; and (<b>E</b>) dimensions of the clay pots of al-Khader dome. Source: Authors.</p>
Full article ">Figure 3
<p>The initial plan for the al-Khader building is based on field observation. Source: Authors.</p>
Full article ">Figure 4
<p>(<b>A</b>) Assessment team; (<b>B</b>,<b>C</b>) cracking and efflorescence; (<b>D</b>) scaling in the interior of the building; (<b>E</b>,<b>F</b>) biological colonisation effect in the underground spaces. Source: Authors.</p>
Full article ">Figure 4 Cont.
<p>(<b>A</b>) Assessment team; (<b>B</b>,<b>C</b>) cracking and efflorescence; (<b>D</b>) scaling in the interior of the building; (<b>E</b>,<b>F</b>) biological colonisation effect in the underground spaces. Source: Authors.</p>
Full article ">Figure 5
<p>(<b>A</b>) Plant growth and cement plastering; (<b>B</b>) cement plastering over stones; (<b>C</b>) collapsed part of the northern wall of the building; (<b>D</b>) cracks and cement plastering and painting; (<b>E</b>) humidity effect in the underground spaces; (<b>F</b>) scaling and deposit over a dome; (<b>G</b>) revealed pottery in one of the domes. Source: Authors.</p>
Full article ">Figure 5 Cont.
<p>(<b>A</b>) Plant growth and cement plastering; (<b>B</b>) cement plastering over stones; (<b>C</b>) collapsed part of the northern wall of the building; (<b>D</b>) cracks and cement plastering and painting; (<b>E</b>) humidity effect in the underground spaces; (<b>F</b>) scaling and deposit over a dome; (<b>G</b>) revealed pottery in one of the domes. Source: Authors.</p>
Full article ">Figure 6
<p>The discovered gate of the western chapel. Source: Authors.</p>
Full article ">Figure 7
<p>(<b>A</b>) After discovering the lower gate and additional spaces, this is the modified final proposed plan, (<b>B</b>) Section A-A showing the discovered gate/space and its usage, (<b>C</b>) Section B-B for the discovered space wall between R3 and C2. Source: Authors.</p>
Full article ">Figure 7 Cont.
<p>(<b>A</b>) After discovering the lower gate and additional spaces, this is the modified final proposed plan, (<b>B</b>) Section A-A showing the discovered gate/space and its usage, (<b>C</b>) Section B-B for the discovered space wall between R3 and C2. Source: Authors.</p>
Full article ">Figure 8
<p>(<b>A</b>) Grouting between stones; (<b>B</b>) a semi-circular arch was built for the art room; (<b>C</b>) a mesh steel structure for covering the courtyard, (<b>D</b>) solar energy installations on the rooftop. Source: Authors.</p>
Full article ">Figure 8 Cont.
<p>(<b>A</b>) Grouting between stones; (<b>B</b>) a semi-circular arch was built for the art room; (<b>C</b>) a mesh steel structure for covering the courtyard, (<b>D</b>) solar energy installations on the rooftop. Source: Authors.</p>
Full article ">Figure 9
<p>(<b>A</b>) One of the domes with pottery and clay stone; (<b>B</b>) plastering, filling, and paint applied on the ceiling. Source: Authors.</p>
Full article ">Figure 10
<p>(<b>A</b>) The narration and storytelling hall, (<b>B</b>) Mihrab, (<b>C</b>) narration and storytelling hall, (<b>D</b>) the glassed area, (<b>E</b>) the gallery exhibiting archaeological artefacts, (<b>F</b>) a metal staircase, (<b>G</b>) the art room; and (<b>H</b>) decorative stones for the service area (courtyard area). Source: Authors.</p>
Full article ">
30 pages, 11567 KiB  
Article
Gini Coefficient-Based Feature Learning for Unsupervised Cross-Domain Classification with Compact Polarimetric SAR Data
by Xianyu Guo, Junjun Yin, Kun Li and Jian Yang
Agriculture 2024, 14(9), 1511; https://doi.org/10.3390/agriculture14091511 - 3 Sep 2024
Viewed by 605
Abstract
Remote sensing image classification usually needs many labeled samples so that the target nature can be fully described. For synthetic aperture radar (SAR) images, variations of the target scattering always happen to some extent due to the imaging geometry, weather conditions, and system [...] Read more.
Remote sensing image classification usually needs many labeled samples so that the target nature can be fully described. For synthetic aperture radar (SAR) images, variations of the target scattering always happen to some extent due to the imaging geometry, weather conditions, and system parameters. Therefore, labeled samples in one image could not be suitable to represent the same target in other images. The domain distribution shift of different images reduces the reusability of the labeled samples. Thus, exploring cross-domain interpretation methods is of great potential for SAR images to improve the reuse rate of existing labels from historical images. In this study, an unsupervised cross-domain classification method is proposed that utilizes the Gini coefficient to rank the robust and stable polarimetric features in both the source and target domains (GRFST) such that an unsupervised domain adaptation (UDA) can be achieved. This method selects the optimal features from both the source and target domains to alleviate the domain distribution shift. Both fully polarimetric (FP) and compact polarimetric (CP) SAR features are explored for crop-domain terrain type classification. Specifically, the CP mode refers to the hybrid dual-pol mode with an arbitrary transmitting ellipse wave. This is the first attempt in the open literature to investigate the representing abilities of different CP modes for cross-domain terrain classification. Experiments are conducted from four aspects to demonstrate the performance of CP modes for cross-data, cross-scene, and cross-crop type classification. Results show that the GRFST-UDA method yields a classification accuracy of 2% to 12% higher than the traditional UDA methods. The degree of scene similarity has a certain impact on the accuracy of cross-domain crop classification. It was also found that when both the FP and circular CP SAR data are used, stable, promising results can be achieved. Full article
(This article belongs to the Special Issue Applications of Remote Sensing in Agricultural Soil and Crop Mapping)
Show Figures

Figure 1

Figure 1
<p>The Pauli decomposition of FP SAR data ((<b>a</b>–<b>d</b>) are SAR images from four radar satellites (RADARSAT-2, ALOS-1, ALOS-2, and GF-3) of San Francisco, respectively. (<b>e</b>) is a SAR image from GF-3 of Qingdao. (<b>f</b>) is a SAR image from RADARSAT-2 of Jiangsu. And (<b>g</b>) is a SAR image from RADARSAT-2 of Yellow River).</p>
Full article ">Figure 1 Cont.
<p>The Pauli decomposition of FP SAR data ((<b>a</b>–<b>d</b>) are SAR images from four radar satellites (RADARSAT-2, ALOS-1, ALOS-2, and GF-3) of San Francisco, respectively. (<b>e</b>) is a SAR image from GF-3 of Qingdao. (<b>f</b>) is a SAR image from RADARSAT-2 of Jiangsu. And (<b>g</b>) is a SAR image from RADARSAT-2 of Yellow River).</p>
Full article ">Figure 2
<p>Field investigation pictures of five kinds of ground objects in Jiangsu ((<b>a</b>) T-H. (<b>b</b>) D-J. (<b>c</b>) urban. (<b>d</b>) shoal. (<b>e</b>) water).</p>
Full article ">Figure 3
<p>Field investigation pictures of three kinds of ground objects in Yellow River ((<b>a</b>) wheat. (<b>b</b>) water. (<b>c</b>) urban).</p>
Full article ">Figure 4
<p>Flow chart of the methodology.</p>
Full article ">Figure 5
<p>Feature importance ranking for source and target domains for CP SAR data with circular polarization transmitting.</p>
Full article ">Figure 6
<p>The overall accuracy of cross-domain classification from SAR satellites with different band channels based on the UDA method for CP SAR data with circular polarization transmitting ((<b>a</b>) SA result. (<b>b</b>) TCA result. (<b>c</b>) JDA result. (<b>d</b>) CORAL result. (<b>e</b>) BDA result. (<b>f</b>) GFK result. (<b>g</b>) MEDA result. (<b>h</b>) MEAN result).</p>
Full article ">Figure 7
<p>The overall accuracy of cross-domain classification for CP SAR data with circular polarization transmitting ((<b>a</b>) mean accuracy of cross-domain image classification. (<b>b</b>) mean accuracy of different SAR frequency bands cross-domain image classification. All CP-UDA: cross-domain classification based on all CP features. GFRS-UDA: cross-domain classification based on Gini coefficient feature ranking only in the source domain. GFRST-UDA: cross-domain classification based on the proposed method. Supervision: supervised classification based on the K-Nearest Neighbor classifier).</p>
Full article ">Figure 8
<p>Cross-domain images (ALOS1-Sanf→GF3-Sanf) classification maps for CP SAR data with circular polarization transmitting ((<b>a</b>) SA result. (<b>b</b>) GFRS-SA result. (<b>c</b>) GFRST-SA result. (<b>d</b>) Supervision result).</p>
Full article ">Figure 9
<p>The scatter plots of source and target domains feature alignment (<b>a</b>–<b>d</b>) UJDA scatter plots. (<b>a<sub>1</sub></b>–<b>d<sub>1</sub></b>) GFRS-UJDA scatter plots. (<b>a<sub>2</sub></b>–<b>d<sub>2</sub></b>) GFRST-UJDA scatter plots. (<b>a</b>,<b>a<sub>1</sub></b>,<b>a<sub>2</sub></b>) scatter plots of the source domain. (<b>b</b>,<b>b<sub>1</sub></b>,<b>b<sub>2</sub></b>) scatter plots of the aligned source domain. (<b>c</b>,<b>c<sub>1</sub></b>,<b>c<sub>2</sub></b>) scatter plots of the aligned target domain. (<b>d</b>,<b>d<sub>1</sub></b>,<b>d<sub>2</sub></b>) scatter plots of the target domain.).</p>
Full article ">Figure 9 Cont.
<p>The scatter plots of source and target domains feature alignment (<b>a</b>–<b>d</b>) UJDA scatter plots. (<b>a<sub>1</sub></b>–<b>d<sub>1</sub></b>) GFRS-UJDA scatter plots. (<b>a<sub>2</sub></b>–<b>d<sub>2</sub></b>) GFRST-UJDA scatter plots. (<b>a</b>,<b>a<sub>1</sub></b>,<b>a<sub>2</sub></b>) scatter plots of the source domain. (<b>b</b>,<b>b<sub>1</sub></b>,<b>b<sub>2</sub></b>) scatter plots of the aligned source domain. (<b>c</b>,<b>c<sub>1</sub></b>,<b>c<sub>2</sub></b>) scatter plots of the aligned target domain. (<b>d</b>,<b>d<sub>1</sub></b>,<b>d<sub>2</sub></b>) scatter plots of the target domain.).</p>
Full article ">Figure 10
<p>The histograms of the dispersion coefficient of source and target domains and aligned source and target domains ((<b>a</b>–<b>c</b>) are histograms of dispersion coefficient based on UJDA, GFRS-UJDA, and GFRST-UJDA methods, respectively).</p>
Full article ">Figure 11
<p>The overall accuracy statistics of cross-domain image classification for CP SAR data with circular polarization transmitting.</p>
Full article ">Figure 12
<p>Cross-domain image classification results for CP SAR data with circular polarization transmitting ((<b>a</b>–<b>d</b>) (GF3-Qingdao→RS2-sanf) and (<b>a<sub>1</sub></b>–<b>d<sub>1</sub></b>) (ALOS2-sanf→GF3-Qingdao) are cross-domain image classification maps based on SA, GFRS-SA, GFRST-SA, and supervision classification methods, respectively).</p>
Full article ">Figure 13
<p>The scatter plots of source and target domain feature alignment ((<b>a</b>–<b>d</b>) JDA scatter plots. (<b>a<sub>1</sub></b>–<b>d<sub>1</sub></b>) GFRST-JDA scatter plots. (<b>a</b>,<b>a<sub>1</sub></b>) scatter plots of the source domain. (<b>b</b>,<b>b<sub>1</sub></b>) scatter plots of the aligned source domain. (<b>c</b>,<b>c<sub>1</sub></b>) scatter plots of the aligned target domain. (<b>d</b>,<b>d<sub>1</sub></b>) scatter plots of the target domain).</p>
Full article ">Figure 14
<p>The overall accuracy of cross-domain classification based on the UDA and GFRST-UDA methods for the FP + GCP SAR data ((<b>a</b>–<b>d</b>) are overall accuracy for the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = π/4), the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = π/6), the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = π/8), and the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = 0), respectively).</p>
Full article ">Figure 15
<p>Cross-domain image classification results for the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = π/4) data (<b>a</b>–<b>h</b>) SA results. (<b>a<sub>1</sub></b>–<b>h<sub>1</sub></b>) GFRST-SA results. The results from (<b>a</b>–<b>h</b>) and from (<b>a<sub>1</sub></b>–<b>h<sub>1</sub></b>) correspond to eight cross-domain pair classification maps, respectively.</p>
Full article ">Figure 16
<p>The overall accuracy statistics of cross-domain classification for the FP + CP SAR and the FP SAR data, respectively ((<b>a</b>) UDA result. (<b>b</b>) GFRST-UDA result).</p>
Full article ">Figure 17
<p>The overall accuracy of cross-domain classification based on the UDA and GFRST-UDA methods for the GCP SAR data (<b>a</b>–<b>d</b>) are overall accuracy for the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = π/4), the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = π/6), the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = π/8), and the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = 0), respectively.</p>
Full article ">Figure 18
<p>Cross-domain image classification maps for the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = π/4), the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = π/6), the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = π/8), the FP + CP SAR (<span class="html-italic">θ</span> = π/4, <span class="html-italic">χ</span> = 0) and the FP SAR data based on the GFRST-USA method, respectively ((<b>a</b>–<b>e</b>,<b>a<sub>1</sub></b>–<b>e<sub>1</sub></b>,<b>a<sub>2</sub></b>–<b>e<sub>2,</sub>a<sub>3</sub></b>–<b>e<sub>3</sub></b>) are cross-domain images (GF3 Qingdao, RS2 Sanf, RS2 Jiangsu T-H and RS2 Jiangsu D-J→RS2 Yellow River) results, respectively).</p>
Full article ">Figure 19
<p>The overall accuracy of cross-domain classification for the FP + CP SAR and the FP SAR data, respectively ((<b>a</b>) UDA result. (<b>b</b>) GFRST-UDA result).</p>
Full article ">
30 pages, 14861 KiB  
Article
Adaptive Reuse of Religious and Sacred Heritage: Preserving Material Traces and Spirit of Place
by Giovanna Franco
Heritage 2024, 7(9), 4725-4754; https://doi.org/10.3390/heritage7090224 - 30 Aug 2024
Viewed by 603
Abstract
The theme of adaptive reuse, of great topicality for those who deal with built heritage, has its roots in the recent past, dating back to the end of the last century, when the problem of reuse proved to be competitive, for economic and [...] Read more.
The theme of adaptive reuse, of great topicality for those who deal with built heritage, has its roots in the recent past, dating back to the end of the last century, when the problem of reuse proved to be competitive, for economic and cultural reasons, with respect to total demolition and reconstruction. Since then, various disciplinary and methodological approaches have been confronted with theories and methods of intervention, on an ever-expanding cultural heritage. This article offers a research perspective, with application of a case study of particular relevance to the city of Genoa, Italy. Adaptive reuse, in the text, is specifically dedicated to religious and sacred heritage that has lost its original function but has retained material traces and intangible values. The methodological approach, shared by several European architectural schools, is multi-disciplinary in nature and stems from the need to preserve material traces but, at the same time, preserve the spirit of the place, according to what is defined by the international community. The methodology and results are applied to the enhancement and reuse work for the former Genoa University Library, formerly the church of the Genoese Jesuit College (17th century). Full article
(This article belongs to the Special Issue Adaptive Reuse of Heritage Buildings)
Show Figures

Figure 1

Figure 1
<p>The Limburg Regional History Centre (photo G. Franco, 2015).</p>
Full article ">Figure 2
<p>The bookstore SelexyzDominicanen (photo G. Franco, 2015).</p>
Full article ">Figure 3
<p>The bookstore SelexyzDominicanen (photo G. Franco, 2015).</p>
Full article ">Figure 4
<p>The form Jesuit Collegium, actually the Palace of the University of Genova.</p>
Full article ">Figure 5
<p>The main façade of the baroque Church and the actual floor plan, still containing the metal shelves of the University Library (in the meantime moved away).</p>
Full article ">Figure 6
<p>The transformation of into University Library (1937). At the left side, the reading room, at the same level of the baroque frescoes of the apse; at the right side, the metal shelves of the book repository, below the reading room.</p>
Full article ">Figure 7
<p>Point cloud form laser scanning of the reading room (Carlo Battini and students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape).</p>
Full article ">Figure 8
<p>The survey in digital photogrammetry of the apse and a side chapel, still decorated (Gabriella Garello and students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape).</p>
Full article ">Figure 9
<p>3D model of the structure (original and reinforced concrete floor and roof) and of the space divided into book depository and reading room (elaboration of the students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape).</p>
Full article ">Figure 10
<p>The structural frame of the new reinforced concrete slab built in the early decades of the 20th century to obtain the library storage and reading room above (<b>left</b>) and a photograph of the main beams (<b>right</b>).</p>
Full article ">Figure 11
<p>Image of the GIS interface showing the photographic documentation (elaboration of the students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape).</p>
Full article ">Figure 12
<p>3D model of the proposal for an adaptive reuse of the form Library and former church as the new library for the Genoa Superintendence of the Ministry of Culture (elaboration of the students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape).</p>
Full article ">Figure 13
<p>View of the new public space at the level of the former reading room and of the big “holes” in the reinforced concrete fool that allow to perceive, form the ground floor, the original holy space (elaboration of the students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape).</p>
Full article ">Figure 14
<p>On the left, plan of the structural frame of the reinforced concrete slab of the reading room (former library) with indication of the cuts to be made to make the walkway possible along the entire frescoed apse. On the right, detail section of the walkway made by cutting into the slab. 1. Existing cornice. 2. Consolidated section of existing beam. 3. Tubular steel strut. 4. New steel beam on the edge of the walkway. 5. Existing reinforced concrete slab to be consolidated. 6. New paving layer. 7. Railing upright. 8. Safety glass slab. 9. Existing masonry wall. 10. Frescoed surface (elaboration of the students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape).</p>
Full article ">Figure 15
<p>Section C-C (see <a href="#heritage-07-00224-f014" class="html-fig">Figure 14</a>). 1. Existing primary beam. 2. Consolidated section of existing beam. 3. Hot-dip galvanised S355 ribbed plate, 18 mm thick. 4. Steel profile on the edge of the walkway. 5. Existing reinforced concrete slab to be consolidated. 6. New paving layer. 7. Railing upright. 8. Safety glass plate. 9. U-shaped plate for anchoring the tie-rod. 10. Steel tie-rod. 11. Plate for upper anchorage of symmetrical tie-rods (elaboration of the students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape).</p>
Full article ">Figure 16
<p>Detailed views of the walkway and lighting solutions for the sacred space of the church to be enhanced and returned to public use (elaboration of the students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape).</p>
Full article ">Figure 17
<p>View of the conserved and restored shelves form the ground floor (facing main entrance and street), of the new staircase and of the upper space (elaboration of the students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape).</p>
Full article ">Figure 18
<p>Detailed plan of a section of scaffolding. The red colour indicates bracing structures in the horizontal and vertical planes (elaboration of the students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape, C. Tarantino).</p>
Full article ">Figure 19
<p>Section and elevation of the scaffolding system (elaboration of the students of the post-graduate programme, School of Specialisation in Architectural Heritage and Landscape, C. Tarantino).</p>
Full article ">
22 pages, 2827 KiB  
Article
A Data-Driven Methodology for Assessing Reuse Potential in Existing Wastewater Treatment Plants
by Inês Areosa, Tiago A. E. Martins, Rita Lourinho, Marcos Batista, António G. Brito and Leonor Amaral
Water 2024, 16(17), 2474; https://doi.org/10.3390/w16172474 - 30 Aug 2024
Viewed by 795
Abstract
Wastewater reuse is a proven strategy to mitigate water stress in drought-prone regions. However, this practice is still limited due to high implementation costs, regulatory hurdles, and limited public acceptance. In regions with low reclaim rates, a thorough evaluation of the potential for [...] Read more.
Wastewater reuse is a proven strategy to mitigate water stress in drought-prone regions. However, this practice is still limited due to high implementation costs, regulatory hurdles, and limited public acceptance. In regions with low reclaim rates, a thorough evaluation of the potential for reuse is needed to support decision-making, focusing on opportunities that address both low-hanging fruit and high-leverage projects. This paper introduces a streamlined, data-centric methodology for assessing wastewater reuse potential, adaptable to various regional contexts. The methodology involves comprehensive data collection and processing to evaluate wastewater treatment plant (WWTP) capabilities and identify potential users, allowing the prioritisation of case studies based on demand alignment. Different treatment and distribution systems are analysed to match WWTP capabilities with user needs, considering volume, quality, and infrastructure requirements. Cost analysis incorporates capital expenditure (CAPEX), operational expenditure (OPEX) and unit costs using novel cost functions for treatment and distribution. Risk analysis adheres to WHO methodology to ensure safety and sustainability. A case study in the Lisbon and Oeste areas in Portugal validates this approach, revealing key insights into the potential and economic viability of water reuse. By comparing tariffs and costs associated with different reuse scenarios, this paper offers benchmarks for the economic feasibility of reuse projects. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
Show Figures

Figure 1

Figure 1
<p>Summary diagram of methodological steps (green) and external data sources required (grey).</p>
Full article ">Figure 2
<p>Monthly distribution used to estimate the water consumption for agricultural irrigation areas.</p>
Full article ">Figure 3
<p>Example of monthly distribution of water consumption estimates for recreational green space areas.</p>
Full article ">Figure 4
<p>Workflow for selection of design flux.</p>
Full article ">Figure 5
<p>OPEX cost function for MBR systems, derived from OPEX data points in the literature.</p>
Full article ">Figure 6
<p>WWTP identification by location and size.</p>
Full article ">Figure A1
<p>MBR initial investment cost function [<a href="#B54-water-16-02474" class="html-bibr">54</a>,<a href="#B55-water-16-02474" class="html-bibr">55</a>,<a href="#B56-water-16-02474" class="html-bibr">56</a>].</p>
Full article ">Figure A2
<p>Cost functions for construction of the pipeline system, according to DN and PN.</p>
Full article ">
Back to TopTop