Ultimate Load Carrying Capacity of Timber Shear Walls using FEA

机译：使用有限元分析的木材剪力墙的极限承载力

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A finite element model has been set up leading to the determination of the ultimate load capacity of timber shear walls consisting of multiple segments. A joint model consisting of two orthogonal spring elements having different characteristics in the two directions is effective in representing individual sheathing-to-frame connections. The information provided in the study is useful to designers of shear walls, and to analysts using the finite element method for nonlinear analysis.

机译：建立了有限元模型，从而确定了由多段组成的木材剪力墙的极限承载力。由两个在两个方向上具有不同特性的正交弹簧元件组成的联合模型可有效地表示各个护套与框架的连接。研究中提供的信息对剪力墙的设计人员以及使用有限元方法进行非线性分析的分析人员有用。

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来源
《Canadian Congress of Applied Mechanics(CANCAM 2005); 20050530-0602; Montreal(CA)》|2005年|P.500-501|共2页
会议地点 Montreal(CA)
作者
L. Wu; D. Redekop; M.E. Mohareb;
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作者单位

Department of Civil Engineering, University of Ottawa, Ottawa, Canada K1N 6N5;

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原文格式 PDF
正文语种 eng
中图分类机械制造工艺;
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2. Prediction model for the load-carrying capacity of nailed timber joints subjected to plug shear [J] . Helena Johnsson, Gabriela Parida Materials and structures . 2013,第12期

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3. Prediction model for the load-carrying capacity of nailed timber joints subjected to plug shear [J] . Helena Johnsson, Gabriela Parida Materials and Structures . 2013,第12期

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4. Ultimate Load Carrying Capacity of Timber Shear Walls using FEA [C] . L. Wu, D. Redekop, M.E. Mohareb Canadian Congress of Applied Mechanics . 2005

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5. Study of the load bearing capacity of light gauge steel shear wall panels under static and dynamic loads [D] . Dai, Xianghe. 2005

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6. Degradation of Axial Ultimate Load-Bearing Capacity of Circular Thin-Walled Concrete-Filled Steel Tubular Stub Columns after Corrosion [O] . Fengjie Zhang, Junwu Xia, Guo Li, 2020

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7. EFFECTS OF LOADING METHODS ON RESTORING FORCE CHARACTERISTICS OF SHEAR WALLS IN TIMBER-FRAME-CONSTRUCTION AND THEIR MODELING METHODS : Study on restoring force characteristics of shear walls in timber-frame-construction for wind performance Part 1 [O] . Shoichi SHIMOMURA, Takeshi OHKUMA 2006

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Ultimate Load Carrying Capacity of Timber Shear Walls using FEA

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