靜安紫苑工程結(jié)構(gòu)設(shè)計
倪旭軍
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(上?，F(xiàn)代建筑設(shè)計集團有限公司， 上海 200041)[摘要] 本文根據(jù)上海某結(jié)構(gòu)平面立面均不規(guī)則，同時高位轉(zhuǎn)換的復(fù)雜超限高層的項目設(shè)計。詳細介紹了該工程的具體概況，設(shè)計依據(jù)，結(jié)構(gòu)設(shè)計標(biāo)準(zhǔn)，其結(jié)構(gòu)超限的抗震設(shè)計。針對工程具體情況結(jié)合規(guī)范要求采取的相關(guān)技術(shù)措施和相應(yīng)采用的計算分析方法，以及結(jié)合本工程特點采取的型鋼框支轉(zhuǎn)換梁與框支柱的節(jié)點設(shè)計。[關(guān)鍵詞] 高位轉(zhuǎn)換； 部分框支剪力墻結(jié)構(gòu)； 抗震性能設(shè)計中圖分類號：TU318 文獻標(biāo)識碼：A 文章編號：1002-848X(2013)S2-0251-04作者簡介：倪旭軍，本科，工程師，Email：x982563@126.com。JinAn ZhiYuan Engineering structure designNi Xujun(Shanghai Xian Dai Architectural Design (Group) Co. , Ltd. , Shanghai 200041,China)Abstract: According to a flat facade in Shanghai with irregular structure, and high conversion of transfinite complex high-rise project design. The general situations of the project specific, design basis, design standard, the seismic design of structure were introduced. In view of the engineering specification requirements details combined with related technical measures and the corresponding calculation method, and combining with the engineering characteristics of steel box transfer beam and frame pillar node design.Keywords: High conversion structure, frame-support wall structure, seismic performance design
