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Frontiers of Structural and Civil Engineering >> 2010, Volume 4, Issue 3 doi: 10.1007/s11709-010-0086-2
Nonlinear analysis of pre-tensioned glass wall facade by stability function with initial imperfection
1.Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China; 2.Ove Arup and Partners (Hong Kong) Limited, Hong Kong, China;
Abstract
Keywords
tension system ; glass wall ; nonlinear analysis ; pre-tensioning ; second-order analysis
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