Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls
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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 ; Tiziano Sartori ; Roberto Tomasi
- 关键词：Timber shear-wall ; Light timber-frame wall ; CLT wall ; Elastic analysis ; Seismic analysis ; Horizontal force ; Horizontal displacement ; Numerical modelling ; Horizontally aligned walls ; UNITN model
- 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：1101-1112
- 全文大小：1663 K
文摘
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Behavior of timber buildings subjected to horizontal forces.
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Stiffness of timber shear-wall.
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Numerical modelling of timber shear-wall.
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Hold-down effect on the behavior of timber shear-walls.