STATIC ANALYSIS ON WOOD SHEARWALL WITHOUT HOLD-DOWNS USING ANSYS SOFTWARE

摘要：

Wood shearwalls are most important vertical lateral loads resisting systems. For some reasons, hold-down connections normally used to resist overturning are not always existed in wood-frame construction. Not all of the required results of wood shearwalls can be obtained from experimental investigations due to some restrictions of test conditions. A static finite element analysis on the behavior of no hold-down wood shearwall with normal configuration under monotonic lateral loads is carried out using ANSYS. Stress distributions in framings and sheathings are presented which cannot be easily obtained from experimental research. Lateral load-deflection curve resulted from ANSYS analysis agrees well with the curve from test.

关键词： Wood shearwalls finite element analysis nonlinear nonoriented spring pair

作者: S. D. Zhang G. X. Hu

作者单位: Department of Building Engineering of Tongji University, Shanghai, China

会议类型: 国际会议

会议名称: 2007年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

会议地点: 上海

会议语种:英文

页码: 472-480

在线出版日期: 2007-11-28（万方平台首次上网日期，不代表论文的发表时间）