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（1 北京工業(yè)大學(xué)， 北京 100124； 2 中國電子工程設(shè)計(jì)院， 北京 100142）
［摘要］地震作用下帶轉(zhuǎn)換層的高層建筑結(jié)構(gòu)受力復(fù)雜，容易形成薄弱層。本文針對(duì)某一帶轉(zhuǎn)換層的高層建筑結(jié)構(gòu)采用合理的轉(zhuǎn)換層結(jié)構(gòu)布置，通過兩種三維有限元程序進(jìn)行整體對(duì)比分析及彈性時(shí)程分析、轉(zhuǎn)換構(gòu)件的應(yīng)力有限元分析，并加強(qiáng)相關(guān)構(gòu)件的構(gòu)造措施；同時(shí)進(jìn)行了靜力彈塑性（Pushover）分析，通過性能點(diǎn)以及出鉸情況，對(duì)其抗震性能進(jìn)行分析，綜合評(píng)價(jià)了該結(jié)構(gòu)的抗震性能，找出了結(jié)構(gòu)的薄弱部位，為工程師設(shè)計(jì)此類結(jié)構(gòu)提供一定指導(dǎo)。
［關(guān)鍵詞］框支剪力墻結(jié)構(gòu)； 彈性時(shí)程分析； 靜力彈塑性分析
中圖分類號(hào)： TU318 文獻(xiàn)標(biāo)識(shí)碼： A文章編號(hào)： 1002-848X(2016)S1-0289-05
Seismic design research of high rise building structure with transfer story
Yi Shuang1,2
(1 Beijing University of Technology, Beijing 100124, China;
2 China Electronics Engineering Design Institute, Beijing 100142, China)
Abstract: Under the earthquake action, the high-rise building structure with transfer story is complex, which is easy to form a weak layer. For a certain area conversion layer of high-rise building structure with a reasonable conversion layer structure layout, through two kinds of three-dimensional finite element program overall comparative analysis and elastic time history analysis of the conversion component should be finite element analysis, and measures to strengthen the construction; at the same time the static elastic plastic analysis (Pushover), through performance as well as the hinge of the seismic performance analysis, comprehensive evaluation of the seismic performance of the structure, find out the weak part of the structure, provide a guide for engineers to design this kind of structure.
Keywords: frame supported shear wall structure； elastic dynamic analysis； elastic plastic analysis
作者簡介：伊爽，工程碩士，工程師，一級(jí)注冊結(jié)構(gòu)工程師，Email：yishuang@ceedi.cn。
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