2014, 6(3): 67-69.
住宅结构设计中不同剪力墙布置方案的经济性比较
中联环建文建筑设计有限公司,北京 100098 |
Economic Comparison of Different Shear-Wall Arrangements in StructureDesign
United Architects & Engineers Co., Ltd., Beijing 100098, China |
引用本文: 陈向东. 住宅结构设计中不同剪力墙布置方案的经济性比较[J]. 土木建筑工程信息技术, 2014, 6(3): 67-69.
Citation: Chen Xiangdong. Economic Comparison of Different Shear-Wall Arrangements in StructureDesign[J]. Journal of Information Technologyin Civil Engineering and Architecture, 2014, 6(3): 67-69.
摘要:剪力墙墙厚的大小及墙肢的长短与整个结构的用钢量是直接相关的,本文通过分析墙厚大小、墙肢长短、连梁高度的变化及不同层间位移角控制尺度对整个结构经济性的影响,得出相应结论。
Abstract: The thicknessand length of the shear-walls is directly related to the cost of the whole structure. Through the economic analysis of structures with different thickness and length of shear-walls, different height of coupling beams, different story drifts, we draw some conclusions.
[1] |
GB 50010-2010混凝土结构设计规范 |
[2] |
GB 50011-2010建筑抗震设计规范 |
[3] |
JGJ 3-2010高层建筑混凝土结构技术规程 |
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