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（機(jī)械工業(yè)第四設(shè)計(jì)研究院， 洛陽(yáng) 471039）

［摘要］基于《混凝土異形柱結(jié)構(gòu)技術(shù)規(guī)程》（JGJ 149—2006）和其他現(xiàn)行規(guī)范，介紹了異形柱框架-剪力墻結(jié)構(gòu)的概念及特點(diǎn)，并對(duì)規(guī)范條文中關(guān)于異形柱框架-剪力墻結(jié)構(gòu)的要求進(jìn)行了整理和總結(jié)。詳細(xì)闡述了該結(jié)構(gòu)體系的適用范圍及體系布置的要求，并針對(duì)設(shè)計(jì)過(guò)程中容易忽略的結(jié)構(gòu)計(jì)算方法、參數(shù)選取、內(nèi)力調(diào)整及整體性能控制指標(biāo)（如位移比、周期比、地震傾覆力矩等）進(jìn)行了分析和總結(jié)。同時(shí)結(jié)合工程實(shí)例介紹了異形柱框架剪力墻結(jié)構(gòu)的設(shè)計(jì)過(guò)程及結(jié)果判定，為該結(jié)構(gòu)類型的工程設(shè)計(jì)提供借鑒。

［關(guān)鍵詞］異形柱; 框架-剪力墻; 抗震設(shè)計(jì)

中圖分類號(hào)：TU318    文獻(xiàn)標(biāo)識(shí)碼：A    文章編號(hào)：1002-848X(2014)03-0051-05

Structural design of frame-shear wall with specially shaped columns

Guo Huiqiang

 (SCIVIC Engineering Corporation, Luoyang 471039, China)

Abstract:According to Technical specification for concrete structures with specially shaped columns (JGJ 149—2006) and other existing codes, concept and features of frame-shear wall structure with specially shaped columns were introduced, and the requirements for such structure design were tidied up and summarized. The application scope and structure arrangement were thoroughly elaborated, the calculation method, parameter selection, internal force adjustment and the overall control performance standards (e.g. displacement ratio, period ratio, seismic overturning moment, etc.) were analyzed and summarized. As well, combined with engineering example, the design process and results evaluating of frame-shear wall structure with specially shaped columns were introduced, which can provide reference for the similar projects.

Keywords:

specially shaped column; frameshear wall; seismic design

作者簡(jiǎn)介：郭會(huì)強(qiáng)，學(xué)士，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email:huiqiangguo@163.com。

參考文獻(xiàn)

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