2011, 3(4): 97-100.
砌体结构墙体侧向刚度计算方法的比较
中国建筑科学研究院, 北京 100013 |
Comparison of Rigidity-Computation Methods for Walls in Masonry Structures Building
China Academy of Building Research, Beijing 100013, China |
引用本文:
秦东, 张志远. 砌体结构墙体侧向刚度计算方法的比较[J]. 土木建筑工程信息技术,
2011, 3(4): 97-100.
Citation:
Qin Dong, Zhang Zhiyuan. Comparison of Rigidity-Computation Methods for Walls in Masonry Structures Building[J]. Journal of Information Technologyin Civil Engineering and Architecture,
2011, 3(4): 97-100.
摘要:本文对比分析了砌体房屋抗震计算常用的两种侧向刚度计算方法, 证明了规范方法的合理。
Abstract: The rigidity-computation methods for walls in masonry structures building were compared in this paper and the rightfulness of code methods was proved.
| [1] |
唐岱新, 龚绍熙, 周炳章.砌体结构设计规范理解与应用[M].北京:中国建筑工业出版社, 2002 |
| [2] |
建筑抗震设计规范[S](GB50011-2010). |
| [3] |
设置钢筋混凝土构造柱多层砖房抗震技术规程[S](JGJ/T13-94). |
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