结构工程师2012，Vol.28Issue(5)：46-51,6.
胶合木框架-剪力墙结构抗侧力性能有限元分析
Finite Element Analysis of Glulam Frame-Shear Wall Structures
摘要
Abstract
Glulam frame-shear wall is a structure form consisting of glulam frame and wood shear wall. It improves the lateral bearing capacity of glulam frame structures, and breaks the height and span limitations of light wood frames, and can be widely used in residential and large venues, clubs, and so on. In this paper, 3D solid models of glulam frame and glulam frame-shear wall structures were developed by FEA software ABAQUS. The details of bolted connections of the structure were constructed in the models, as well as nail connections. The result of numerical analysis agrees with the experimental data well in the elastic range of the skeleton curve.关键词
胶合木框架/轻型木剪力墙/实体模拟/抗侧刚度Key words
glulam frame, light wood shear wall, solid model, lateral stiffness引用本文复制引用
刘杏杏,陆伟东,郑维..胶合木框架-剪力墙结构抗侧力性能有限元分析[J].结构工程师,2012,28(5):46-51,6.基金项目
国家高技术研究发展计划(863计划)(2012AA03A204) （863计划）
