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（1 北方工程設(shè)計(jì)研究院有限公司，石家莊 050011；2 天津大學(xué)建筑工程學(xué)院，天津 300072）

[摘要]  鋼框架-鋼板剪力墻結(jié)構(gòu)抗震性能優(yōu)越。以一棟辦公樓工程為背景，對(duì)這種結(jié)構(gòu)體系進(jìn)行彈塑性地震反應(yīng)分析，研究該種結(jié)構(gòu)體系在地震作用下的抗震性能。建立了三維彈塑性分析模型，考慮大變形，進(jìn)行了動(dòng)力時(shí)程分析，對(duì)結(jié)構(gòu)在地震作用下的構(gòu)件變形和整體位移情況進(jìn)行了研究，驗(yàn)證了該結(jié)構(gòu)在罕遇地震作用下的安全性。

[關(guān)鍵詞]  鋼框架-鋼板剪力墻結(jié)構(gòu)；彈塑性時(shí)程分析；抗震性能

中圖分類(lèi)號(hào)：TU398.2      文獻(xiàn)標(biāo)識(shí)碼：A      文章編號(hào)：1002-848X(2013)S1-1152-04

作者簡(jiǎn)介：邢超，碩士，工程師，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email：xingchao1350@126.com。

Elastic-plastic seismic response analysis of steel frame-steel plate shear wall structure for a office building

Xing Chao¹, Liu Qin¹,Wang Qisheng¹,Liu Jinglei²

(1 Norendar International Ltd., Shijiazhuang 050011, China; 2 Tianjin University School of Civil Engineering, Tianjin 300072, China)

Abstract：Seismic performance of steel frame-steel plate shear wall structure is superior. In an office building project as the background, we done a elastic-plastic seismic response analysis and researched the seismic performance of this kind of structure system. Elastic-plastic analysis model is established, considering large deformation and dynamic time history analysis was carried out. The component deformation under the action of the structure under earthquake conditions was studied, and the overall displacement was verified .The structure is safe and reliable under rare earthquake.

Keywords：steel frame-steel plate shear wall structure; elastic-plastic time history analysis; seismic performance