ANALYSIS OF MEMBRANE STRUCTURES OF TRACK AND FIELD STAND IN ZHEJIANG SPORTS CENTER

Shi Weihua; Guan Fuling

doi:10.13204/j.gyjz200506021

Volume 35 Issue 6

Dec. 2014

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Shi Weihua, Guan Fuling. ANALYSIS OF MEMBRANE STRUCTURES OF TRACK AND FIELD STAND IN ZHEJIANG SPORTS CENTER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 71-75. doi: 10.13204/j.gyjz200506021

Citation:

Shi Weihua, Guan Fuling. ANALYSIS OF MEMBRANE STRUCTURES OF TRACK AND FIELD STAND IN ZHEJIANG SPORTS CENTER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 71-75. doi: 10.13204/j.gyjz200506021

Shi Weihua, Guan Fuling. ANALYSIS OF MEMBRANE STRUCTURES OF TRACK AND FIELD STAND IN ZHEJIANG SPORTS CENTER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 71-75. doi: 10.13204/j.gyjz200506021

Citation:

Shi Weihua, Guan Fuling. ANALYSIS OF MEMBRANE STRUCTURES OF TRACK AND FIELD STAND IN ZHEJIANG SPORTS CENTER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 71-75. doi: 10.13204/j.gyjz200506021

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ANALYSIS OF MEMBRANE STRUCTURES OF TRACK AND FIELD STAND IN ZHEJIANG SPORTS CENTER

doi: 10.13204/j.gyjz200506021

Shi Weihua¹,
Guan Fuling²

1.
1. Civil Engineering School,Hunan University of Science and Technology Xiangtan 411201;
2.
2. Space Structures Research Center of Civil Engineering Department,Zhejiang University Hangzhou 310027

Received Date: 2005-01-20
Publish Date: 2005-06-20

Abstract

Abstract

The framework membrane structures are widely used nowadays. After form-finding the membrane is overlapped the framework structure to make an integral structure. The nonlinear finite element method is employed to analyze the response of the framework membrane structures subjected to the combination of deadload, pre- force, wind and snow loads; and computation results of integrality model and dividing model have been compared, and some useful conclusions are reached.
- membrane structures,
- loading analysis,
- framework membrane structures,
- large cantilevered roof structures