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(1 同濟(jì)大學(xué)土木工程學(xué)院，上海 200092； 2 東北電力大學(xué)建筑工程學(xué)院，吉林 132012)

［摘要］通過調(diào)整某異形柱框架-剪力墻結(jié)構(gòu)的剪力墻布置方案，進(jìn)行改進(jìn)后模型的模態(tài)分析和彈性時(shí)程分析，研究剪力墻和異形柱不同平面布置對(duì)地震響應(yīng)的影響。分析發(fā)現(xiàn)，改進(jìn)后模型的抗震性能顯著提高，底部剪力變化不大，最大樓層位移和結(jié)構(gòu)自振周期得到明顯改善，最大樓層位移值減小14.4%，自振周期減小4.34%。

［關(guān)鍵詞］異形柱框架-剪力墻；模態(tài)分析；彈性時(shí)程分析；樓間位移

Study on the influence of different layouts of shear-walls on seismic responses of a RC frame-shear wall structure with specially shaped columns

Qin Li^1,2, Jia Xiaogang², Yang Yanbo²(1 School of Civil Engineering, Tongji University, Shanghai 200092, China; 2 School of Architectural and Civil Engineering, Northeast Dianli University, Jilin 132012, China)

Abstract:The layout of shear-walls of an actual RC frame-shear wall structure had been adjusted, and then methods of modal analysis and time-history analysis were used to study the effect of different layouts of shear-walls and specially shaped columns on the structure under earthquake. After analysis, it is found that the seismic behavior of the adjusted model has improved obviously when having slightly variations of shear value at the bottom of structure. The maximum story displacement and natural period are reduced most apparently by 14.4% and 4.34%.

Keywords:specially shaped column frame-shear wall structure; modal analysis; elastic timehistory analysis; story displacement

吉林省教育廳科技計(jì)劃項(xiàng)目(200630)；吉林市科技發(fā)展計(jì)劃項(xiàng)目(200702)。

作者簡(jiǎn)介：秦力,博士,教授,Email:jilinql@163.com。

參考文獻(xiàn)

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