Nonlinear analysis of pre-tensioned glass wall facade by stability function with initial imperfection
- 12 August 2010
- journal article
- Published by Springer Science and Business Media LLC in Frontiers of Architecture and Civil Engineering in China
- Vol. 4 (3), 376-382
- https://doi.org/10.1007/s11709-010-0086-2
Abstract
No abstract availableKeywords
This publication has 3 references indexed in Scilit:
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- Elastoplastic and Large Deflection Analysis of Steel Frames by One Element per Member. II: Three Hinges along MemberJournal of Structural Engineering, 2004
- Elastoplastic and Large Deflection Analysis of Steel Frames by One Element per Member. I: One Hinge along MemberJournal of Structural Engineering, 2004