A predictive analytical model for the elasto-plastic behaviour of a light timber-frame shear-wall
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- 作者：Daniele Casagrande daniele.casagrande@unitn.it" class="auth_mail" title="E-mail the corresponding author ; Simone Rossi ; simone.rossi1@unitn.it" class="auth_mail" title="E-mail the corresponding author ; Roberto Tomasi ; Gianluca Mischi
- 关键词：Light timber-frame wall ; Elasto-plastic behaviour ; Analytical model ; Ductility ; Seismic capacity ; Experimental tests
- 刊名：Construction and Building Materials
- 出版年：2016
- 出版时间：15 January 2016
- 年：2016
- 卷：102
- 期：part_P2
- 页码：1113-1126
- 全文大小：2570 K
文摘
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The behaviour of timber shear walls subjected to horizontal forces in the elasto-plastic field is investigated.
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The ductility of the light timber-frame walls is determined.
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A numerical modelling of timber shear-wall is developed.
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Some laboratory tests on timber shear walls are presented.