摘要
分析了开通窗填充RC框架结构在水平荷载作用下填充墙高度对钢筋混凝土柱剪力、弯矩的影响,同时对不同墙高框架结构与纯钢筋混凝土框架结构在强度、刚度以及延性等方面进行了对比,结果表明:在相同水平荷载作用下随着填充墙高度的增加,钢筋混凝土框架柱的剪力增加,而弯矩减小。
The filler wall height influences on reinforced concrete pillar shear force and flexural moment when open window filler wall RC frame structure under horizontal loading was analyzed. At the same time, different wall height frame structure and pure reinforced conerete frame structure were compared in intensity, rigidity and tensility. The results indicated that the reinforced concrete frame pillar shear force increased with filler wall height increasing under same horizontal loading, while flexural moment reduced.
出处
《山西建筑》
2009年第23期76-78,共3页
Shanxi Architecture
关键词
填充墙
钢筋混凝土框架
有限元
filler wall, reinforced concrete frame, finite element
