ANALYSIS OF ULTIMATE CAPACITY OF STRESSED-SKIN FOR ALUMINUM ALLOY STRUCTURE WITH SEMI-RIGID CONNECTIONS

Li Qiang; Hao Jiping

doi:10.13204/j.gyjz201105026

Volume 41 Issue 5

Dec. 2014

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Abstract

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Zhao Xianzhong, Jiang Xiaoying, Zhao Zhaoyi. GLOBAL STABILITY ANALYSIS ON SINGLE-LAYER RETICULATED CYLINDRICAL SHELLS OF CHENGDU AIRPORT TERMINALS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 61-63. doi: 10.13204/j.gyjz200407017

Citation:

Li Qiang, Hao Jiping. ANALYSIS OF ULTIMATE CAPACITY OF STRESSED-SKIN FOR ALUMINUM ALLOY STRUCTURE WITH SEMI-RIGID CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 116-119,9. doi: 10.13204/j.gyjz201105026

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ANALYSIS OF ULTIMATE CAPACITY OF STRESSED-SKIN FOR ALUMINUM ALLOY STRUCTURE WITH SEMI-RIGID CONNECTIONS

doi: 10.13204/j.gyjz201105026

Li Qiang^1,2,
Hao Jiping^1,2

1.
1. School of Civil Engineering,Xi’an University of Architecture &Technology,Xi'an 710055,China;
2.
2. State Key Laboratory of Architecture Science and Technology in West China(XAUAT),Xi'an 710055,China

Received Date: 2010-10-20
Publish Date: 2011-05-20

Abstract

Abstract

An experimental study on ultimate capacity of stressed-skin for aluminum alloy structure with semi-rigid connections under snow and wind load was presented in the paper.The deformation and destruction characteristics of the structure were analyzed.The relationship of M- was derived through the joints experimental study.It was used in finite element nonlinear analysis, and the effects of semi-rigid connections on ultimate capacity were also investigated, and it was pointed out that the panels changed the internal force distribution in frames.
- semi-rigid connection,
- aluminum alloy,
- stressed-skin construction,
- nonlinear