摘要
分析了底框架砖房底层抗震墙数量的合理确定方法 ,推导出既简单又精确的计算公式 ,阐明了其应用原理 ,指出该法对于不同宽、厚和有洞口的抗震墙 ,具有一定的实用价值。
The proper method for determining aseismic wall sizes of masonry building with frame structure at the first story is analyzed. A simple and accurate calculation formula is derived. Its application principle is elaborated; under the conditions with different width, length and structure of aseismic wall it also has high application value.
出处
《山西建筑》
2003年第4期16-17,共2页
Shanxi Architecture
关键词
底框架
砖房
底层
抗震墙
抗侧移刚度
frame structure at the first story, aseismic wall, lateral resisting stiffness
