Experimental Research on the Scale Models of an Double-Layer Orthogonal Cable Networks with Large Openings During the Construction

LIU Mingliang; LI Cunliang; LIU Bodong; ZHOU Chunjuan; BO Yanwei; YUAN Xin

doi:10.3724/j.gyjzG23021701

Volume 55 Issue 3

Mar. 2025

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LIU Mingliang, LI Cunliang, LIU Bodong, ZHOU Chunjuan, BO Yanwei, YUAN Xin. Experimental Research on the Scale Models of an Double-Layer Orthogonal Cable Networks with Large Openings During the Construction[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(3): 176-180. doi: 10.3724/j.gyjzG23021701

Citation:

LIU Mingliang, LI Cunliang, LIU Bodong, ZHOU Chunjuan, BO Yanwei, YUAN Xin. Experimental Research on the Scale Models of an Double-Layer Orthogonal Cable Networks with Large Openings During the Construction[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(3): 176-180. doi: 10.3724/j.gyjzG23021701

Citation:

LIU Mingliang, LI Cunliang, LIU Bodong, ZHOU Chunjuan, BO Yanwei, YUAN Xin. Experimental Research on the Scale Models of an Double-Layer Orthogonal Cable Networks with Large Openings During the Construction[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(3): 176-180. doi: 10.3724/j.gyjzG23021701

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Experimental Research on the Scale Models of an Double-Layer Orthogonal Cable Networks with Large Openings During the Construction

doi: 10.3724/j.gyjzG23021701

1. Shaanxi Academy of Building Science Co., Ltd., Xi'an 710082, China;
2. Shaanxi Construction Engineering Group Corporation Co., Ltd., Xi'an 710003, China;
3. SCEGC Mechanized Construction Group Company Ltd., Xi'an 710032, China;
4. The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

Received Date: 2023-02-17
Available Online: 2025-06-07
Publish Date: 2025-03-20

Abstract

Abstract

For the double-layer bidirectional orthogonal saddle-shaped cable network structure with large openings， a 1∶10 scale model test study was conducted for the construction of the superstructure of the Xi'an International Football Center project as a background. The experimental results were in good agreement with the finite element calculation results， verifying the accuracy of the finite element model and simulation method.

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References(11)

References

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