- 摘 要
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李亞明， 張 暉， 熊向陽， 黃 怡， 劉 捷， 潘其健， 馬澤峰
(現(xiàn)代設(shè)計(jì)集團(tuán)上海建筑設(shè)計(jì)研究院有限公司，上海200041)[摘要] 板柱結(jié)構(gòu)由于其自身的優(yōu)點(diǎn)在國外被廣泛采用。但由于目前尚缺乏足夠的科學(xué)依據(jù)和實(shí)際地震作用的考驗(yàn)，我國現(xiàn)行《建筑抗震設(shè)計(jì)規(guī)范》對于板柱結(jié)構(gòu)的最大適用高度作了比較嚴(yán)格的規(guī)定。本文通過文獻(xiàn)綜述和典型平面的算例計(jì)算，分析了其抗震性能，對板柱-抗震墻的最大適用高度和抗震墻布置數(shù)量提出了建議。
[關(guān)鍵詞] 板柱-抗震墻結(jié)構(gòu)；建筑最大適用高度；抗震墻數(shù)量Discussion on the Maximum Height of Slab-column Shear Wall Structure
Li Yaming, Zhang Hui, Xiong Xiangyang, Huang Yi, Liu Jie, Pan Qijian, Ma Zefeng
( Xian Dai Architectural Design Croup, Shanghai Institute of Architectural Design & Research( CO. ,LTD.), Shanghai 200041, China)Abstract: 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.
Keywords: slab-column shear wall structure; building maximum height; quantity of shear wall
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