2014, 6(4): 77-81.
砌体结构CAD软件斜交结构层间地震剪力分配方法
中国建筑标准设计研究院金土木公司, 北京 100048 |
A Story Earthquake Shear Force Distribution Method for Non-orthogonal Masonry Structures
Beijing Civil King Information Technology Co., Ltd., Beijing 100048, China |
引用本文:
张志宏. 砌体结构CAD软件斜交结构层间地震剪力分配方法[J]. 土木建筑工程信息技术,
2014, 6(4): 77-81.
Citation:
Zhang Zhihong. A Story Earthquake Shear Force Distribution Method for Non-orthogonal Masonry Structures[J]. Journal of Information Technologyin Civil Engineering and Architecture,
2014, 6(4): 77-81.
摘要:本文推导了砌体结构沿任意方向地震时任意方向墙体在刚性楼板、柔性楼板、半刚性楼板情况下的地震剪力计算公式，解决了砌体结构CAD软件中斜交结构楼层地震剪力分配问题。
Abstract: In the present paper, an earthquake shear force calculation method for arbitrary direction masonry walls under arbitrary direction earthquake, considering three types of floor slab, i.e. rigid floor slab, soft floor slab and semi-rigid floor slab, are studied. The proposed formulas can be used to distribute story earthquake shear force among masonry walls in a non-orthogonal masonry structure.
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