Study on Mechanical Property of Reticulated Shell Structure Canopy Considering Elevated-effect of Viaduct in High-speed Rail Station
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Bibliographic Details
| Author(s): |
Chuanping Liu
(Tongji University, Shanghai, China; Architectural Design & Research Institute of Tongji University (Group) Co., Ltd., Shanghai, China)
Jian Jia (Tongji University, Shanghai, China; Architectural Design & Research Institute of Tongji University (Group) Co., Ltd., Shanghai, China) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
| Published in: | IABSE Congress Nanjing 2022 | ||||
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| Page(s): | 232-239 | ||||
| Total no. of pages: | 8 | ||||
| DOI: | 10.2749/nanjing.2022.0232 | ||||
| Abstract: |
Some high-speed rail stations use reinforced concrete reticulated shell as its canopy structure in China. This structure has advantages of beautiful shape, large span and convenient maintenance. This paper mainly studies the influence of the viaduct structure on mechanical property of reticulated shell structure upper, and establishes the overall finite element model of station including the viaduct and canopy structure. The study results show that due to the relatively large structural stiffness of the viaduct, it can select a separate model of the canopy from the whole station structure to analysis, and can meet the safety requirements of the canopy structure. |
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| Keywords: |
viaduct reticulated shell structure elevated effect rise-span ratio double-columns
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| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner. |
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