摘要
根据钢筋混凝土弹性理论、非线性理论和极限理论,运用有限单元法分析了不同形式的钢筋混凝土空心剪力墙在水平单向荷载下的受力变形。从理论角度进一步研究该类空心剪力墙在水平荷载作用下的开裂、变形及破坏全过程。空心剪力墙具有良好的延性和耗能性能。有限元分析结果与试验结果符合较好。
On the basis of the traditional elasticity theory,nonlinear theory and ultimate theory,this paper analyzes the whole process of reinforced concrete hollow walls with different forms in the loading test of distributing static loads.The kind of walls is good in use,for its light in weight,small stiffness and good extended capacity.The result of the theoretical analysis agrees well with the test result.
出处
《工业建筑》
CSCD
北大核心
2007年第z1期399-403,共5页
Industrial Construction
