STUDY ON THE PERFORMANCE OF LARGE-SPAN STEEL STRUCTURE OF DOUBLE-LAYER EXHIBITION HALL

Authors

  • Xing Gao China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou 51000, Guangdong, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei 230000, Anhui, China
  • ZhiCheng Bai (Corresponding Author) China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou 51000, Guangdong, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei 230000, Anhui, China
  • Yi Zhu China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou 51000, Guangdong, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei 230000, Anhui, China
  • MinRong Shi China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou 51000, Guangdong, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei 230000, Anhui, China
  • HuiZhou Ni China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou 51000, Guangdong, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei 230000, Anhui, China

Keywords:

Large-span steel structure, Double-layer exhibition hall, Seismic performance, Node analysis

Abstract

This paper systematically studies the performance of large-span steel structure of double-layer exhibition halls 6# and 7# of Hangzhou Convention and Exhibition Center. Through detailed analysis of the structural system, material selection, node design and seismic performance of the exhibition hall, its structural performance under large span and heavy load conditions was evaluated. The research results show that the steel frame and floor truss structure system adopted in the double-layer exhibition hall not only ensures stability and bearing capacity, but also reflects the advantages of green building and prefabricated building. Finite element analysis verifies the safety and durability of the structure, providing an important reference for the design and construction of similar large-span exhibition buildings in the future.

References

[1] Ding Fengyao, Chen Zhaosheng, Jin Ping. Construction technology of large-span inverted triangle tube truss in Guilin New Exhibition Center. Building Structure, 2023, 53(S2): 1790-1794.

[2] Zhang Chenglong. Research on overall stability performance of double-layer cable-supported prestressed steel columns with cross cables. Chongqing University, 2020.

[3] Hu Yi. Construction technology of large-span steel truss roof for single- and double-layer combined exhibition halls. Building Construction, 2015, 37(08): 922-923.

Downloads

Published

2024-01-01

Issue

Vol. 2 No. 2 (2024)

Section

Research Article

DOI:

https://doi.org/10.61784/wjer3005

How to Cite

Gao, X., Bai, Z., Zhu, Y., Shi, M., Ni, H. (2024). Study On The Performance Of Large-Span Steel Structure Of Double-Layer Exhibition Hall. Eurasia Journal of Science and Technology, 2(2), 36-43. https://doi.org/10.61784/wjer3005