劲性混凝土带边框低剪力墙极限承载力的计算  

Computation of the Ultimate Bearing Capacity of Steel Reinforced Concrete Low-Rise Shear Walls with Frame

作　　者：黄双华[1] 黄雄军[2] 

机构地区：[1]攀枝花大学,四川攀枝花617000 [2]西南交通大学土木工程学院,四川成都61003

出　　处：《西南交通大学学报》2001年第4期360-364,共5页Journal of Southwest Jiaotong University

摘　　要：在有限元分析的基础上，结合试验研究的结果，提出了边框在发生弯曲破坏的低剪力墙极限承载能力计算模型，建立了计算公式，计算结果与实测值符合良好。该计算方法可为今后制定带过框低剪力墙设计计算规范提供理论参考。Based on finite element analysis as well as the results of experimental researches, a model is put forward for computing the ultimate bearing capacity of the low-rise shear walls in which bending failure occurs in frame columns, and computational formulas are set up. The computed values given by the formulas show a good agreement with the test values. This computation method provides a theoretical reference for drawing up a national design code of low-rise shear walls with frame in the future.

关 键 词：剪力墙 劲性混凝土 极限承载力 有限元分析 压应力 剪应力 计算方法 

分 类 号：TU227[建筑科学—建筑设计及理论]