Author(s)

Yi Zhu^1,2, ZhiYuan Zhang^1,2*, ZhiCheng Bai^1,2, ShenShen Zhu^1,2, ZhiBo Zhang^1,2

Affiliation(s)

¹China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou 510000, Guangdong, China.

²China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei 230000, Anhui, China.

Corresponding Author

ZhiYuan Zhang

ABSTRACT

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.

KEYWORDS

Hangzhou convention and exhibition center; Wave-shaped structure; Steel structure performance; Self-vibration analysis; Seismic performance; Finite element analysis

CITE THIS PAPER

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. DOI: https://doi.org/10.61784/msme3009.

REFERENCES

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