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Study on Mechanical Property of Reticulated Shell Structure Canopy Considering Elevated-effect of Viaduct in High-speed Rail Station

 Study on Mechanical Property of Reticulated Shell Structure Canopy Considering Elevated-effect of Viaduct in High-speed Rail Station
Autor(en): ,
Beitrag für IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, veröffentlicht in , S. 232-239
DOI: 10.2749/nanjing.2022.0232
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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. Th...
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Bibliografische Angaben

Autor(en): (Tongji University, Shanghai, China; Architectural Design & Research Institute of Tongji University (Group) Co., Ltd., Shanghai, China)
(Tongji University, Shanghai, China; Architectural Design & Research Institute of Tongji University (Group) Co., Ltd., Shanghai, China)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Veröffentlicht in:
Seite(n): 232-239 Anzahl der Seiten (im PDF): 8
Seite(n): 232-239
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/nanjing.2022.0232
Abstrakt:

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.

Stichwörter:
Viadukt
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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