配筋砌块砌体剪力墙抗剪性非线性分析  

ANALYSIS ON THE NONLINEAR BEHAVIOR OF SHEAR RESISTANCE OF REINFORCED CONCRETE MASONRY SHEAR WALL

作　　者：全成华[1] 唐岱新[1] 李峰[2] 

机构地区：[1]哈尔滨工业大学土木工程学院,150090 [2]长春工业大学,130012

出　　处：《低温建筑技术》2002年第4期49-50,共2页Low Temperature Architecture Technology

摘　　要：本文采用ANSYS软件对 7片纵横配筋大剪跨比的砌块砌体剪力墙进行数值模拟 ,得出承载力计算值与试验值相吻合 ,侧移计算值略小于试验值的结论 ;pieces of masonry shear wall panels with large shear span ratio reinforced respectively by vertical and horizontal steel bars were analyzed by using FEA program of ANSYS.The results show that the theoretical values of load-bearing capacity is coincident with the test results,and the calculated value of lateral displacement is slightly smaller than testing value.It is effective and feasible to analyze the nonlinear behavior of masonry shear wall with FEA program of ANSYS.

关 键 词：非线性分析 配筋砌块 剪力墙 有限元 

分 类 号：TU375.6[建筑科学—结构工程]