Spyrakos, 2024 - Google Patents
Dynamic load factor in composite highway bridgesSpyrakos, 2024
View PDF- Document ID
- 8428901800096053491
- Author
- Spyrakos C
- Publication year
- Publication venue
- WIT Transactions on The Built Environment
External Links
Snippet
In most design codes the amplification of load and deformation level caused by traffic on bridges is considered with the dynamic load factor (DLF). The purpose of this study is to investigate the validity of current AASHTO code practices in accounting for vehicle-bridge …
- 239000002131 composite material 0 title description 3
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Zhai et al. | Train–track–bridge dynamic interaction: a state-of-the-art review | |
| Xia et al. | Dynamic analysis of a coupled high-speed train and bridge system subjected to collision load | |
| Ermopoulos et al. | Validated analysis and strengthening of a 19th century railway bridge | |
| Xiang et al. | Safety analysis of train-track-bridge coupled braking system under earthquake | |
| Galvín et al. | Two FE models to analyse the dynamic response of short span simply-supported oblique high-speed railway bridges: Comparison and experimental validation | |
| Deng et al. | Identification of dynamic vehicular axle loads: Demonstration by a field study | |
| Crocetti et al. | Fatigue performance of modular bridge expansion joints | |
| Ribeiro et al. | Simulation of the dynamic behavior of a centenary metallic bridge under metro traffic actions based on advanced interaction models | |
| Spyrakos | Dynamic load factor in composite highway bridges | |
| Yu et al. | Train effect on the vibration behavior of high-speed railway track-bridge system subjected to seismic excitation | |
| Liu et al. | Investigating earthquake-induced irregularity based on post-earthquake running performance analysis of track-bridge system | |
| Variyavwala et al. | Evaluation of train running safety on railway cable-stayed bridge during seismic excitation | |
| Choi | Prediction of displacement induced by tilting trains running on ballasted tracks through measurement of track impact factors | |
| Li et al. | The analysis of high-speed railway seismic-induced track geometric irregularity | |
| Kużawa et al. | Influence of Permanent Deflections on The Vibrations of Bridge Spans in Operating Conditions | |
| Liu et al. | Field Test and Numerical Analysis of In‐Service Railway Bridge | |
| Matsumoto et al. | Some experiences on track-bridge interaction in Japan | |
| Sun et al. | Characteristic analysis on train-induced vibration responses of rigid-frame RC viaducts | |
| Paultre et al. | Dynamic investigation of a hybrid suspension and cable‐stayed bridge | |
| Georgiev et al. | Equivalent nosing force for a steel railway bridge based on in situ measurements | |
| Varney et al. | Field dynamic loading studies of highway bridges in the US, 1948-1965 | |
| Jukowski et al. | Influence of vehicle velocity and its parameters on the bridge structure response-case study | |
| Su et al. | Traffic-induced response prediction of highway bridges | |
| Răcănel | Static and dynamic testing of a concrete bridge in Bucharest | |
| Shan et al. | Structural and Operational Safety Evaluation of a Long-Span Continuous Beam Bridge with an Excessive Deflection in Urban Rail Transit |