STUDY ON THE PERFORMANCE OF STEEL STRUCTURE OF WAVY SUPER-LONG CENTRAL CORRIDOR
Keywords:
Hangzhou convention and exhibition center, Wave-shaped structure, Steel structure performance, Self-vibration analysis, Seismic performance, Finite element analysisAbstract
Based on the structural design and analysis of the Hangzhou Convention and Exhibition Center project, this paper focuses on the self-vibration characteristics, buckling performance and seismic resistance of the central corridor steel structure. The numerical simulation of the overall structure and key nodes was carried out by finite element software to verify the rationality and safety of its design. The research results show that the wave-shaped steel structure has good structural performance while improving the architectural aesthetics, and meets the seismic performance requirements under moderate and large earthquakes. The research in this paper provides a theoretical basis and technical reference for the design of steel structures similar to large convention and exhibition centers.References
[1] Wu Peipei, Zhu Xiaochuan, Zhang Yuyang, et al. The impact of urban support capacity synergy on portal industry functions under the "dual circulation" strategy - taking the exhibition industry in the Yangtze River Delta urban agglomeration as an example . Urban Development Research, 2022, 29(06): 34-42+101.
[2] Chen Nan, Wang Limin, Zhao Pengfei, et al. Steel structure roof design of the login hall of Hongdao International Convention and Exhibition Center. Building Science, 2024, 40(03): 1-9.
[3] Wu Chuanxia. Vertical vibration comfort analysis of a large-span steel structure indoor corridor of a certain exhibition. Building Structure, 2022, 52(S2): 508-512.
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Published
2024-01-01
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Research Article
How to Cite
Yi Zhu, ZhiYuan Zhang, ZhiCheng Bai, ShenShen Zhu, ZhiBo Zhang. Study On The Performance Of Steel Structure Of Wavy Super-Long Central Corridor. Journal of Manufacturing Science and Mechanical Engineering. 2024, 2(2): 52-57.