板柱-抗震墙结构最大适用高度的探讨  

Discussion on the Maximum Height of Slab-column Shear Wall Structure

作　　者：李亚明[1] 张晖[1] 熊向阳[1] 黄怡[1] 刘捷[1] 潘其健[1] 马泽峰[1] 

机构地区：[1]现代设计集团上海建筑设计研究院有限公司,上海200041

出　　处：《建筑结构》2009年第S1期542-544,共3页Building Structure

摘　　要：板柱结构由于其自身的优点在国外被广泛采用。但由于目前尚缺乏足够的科学依据和实际地震作用的考验,我国现行《建筑抗震设计规范》对于板柱结构的最大适用高度作了比较严格的规定。本文通过文献综述和典型平面的算例计算,分析了其抗震性能,对板柱-抗震墙的最大适用高度和抗震墙布置数量提出了建议。Slab-column structure is widely used abroad due to its advantages.But yet because there is no enough scientific basis and practical seismic tests,China current code for seismic design of buildings for the maximum height of slab-column structure proposed strict rules.In this paper,based on literature review and typical example calculation and analysis of the seismic performance of slab-column shear wall structure,the maximum height of the structure and the quantity of shear wall are suggested.

关 键 词：板柱-抗震墙结构 建筑最大适用高度 抗震墙数量 

分 类 号：TU352.11[建筑科学—结构工程]