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原文传递 Cyclic Behavior of CLT Wall Systems: Experimental Tests and Analytical Prediction Models
题名: Cyclic Behavior of CLT Wall Systems: Experimental Tests and Analytical Prediction Models
其他题名: Beattie,G.,Buchanan,A.H.,Gaunt,D.,and Soja,E.(2001)."Multi-storey timber buildings manual."Carter Holt Harvey Wood Products,Fletcher Challenge Forests Ltd,James Hardie Building Products Inc.and Winstone Wallboards Ltd,Australia,New Zealand.
正文语种: 英文
作者: Igor Gavric
关键词: Shear walls;Cyclic tests;Lateral loads;Mechanical properties;Mathematical models;Nonlinear analysis;Laminated materials;Wood;Timber;Wood structures
摘要: An experimental program was performed at IVALSATrees and Timber Institute on single and coupled cross-laminated (CLT) wall panels with different anchoring systems and different types of joints between adjacent panels. The mechanical properties of CLT walls were assessed and are critically discussed in the paper. The connector layout and the design of the screwed vertical joints were found to markedly affect the overall behavior of the structural system. The in-plane deformations of CLT panels were almost negligible, whereas concentration of forces and deformations mainly occurred in the connections. Advanced analytical models for nonlinear pushover analysis of CLT wall systems were developed and verified against test results. The models take into account all stiffness and strength components of connectors, as well as the bending and shear deformation of the panels. A parametric study of CLT wall systems with different aspect ratios and wall segmentation was performed, showing that segmentation of CLT walls decreases their stiffness and strength but significantly improves their deformation capacity.
出版年: 2015
论文唯一标识: P-26Y2015V141N11019
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0001246
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 11
页码: 199-212
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