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帶大懸挑中庭的鋼框架-中心支撐結(jié)構(gòu)設(shè)計
王 帥
摘 要

 

（華東建筑設(shè)計研究院有限公司，上海 200002）
 
[摘要]浦東金融廣場商業(yè)樓采用鋼框架-中心支撐結(jié)構(gòu)形式，地上12層，高69m，面積約12萬m2，8層以下采用屈曲約束支撐。根據(jù)建筑布置需要，樓層南北中庭有兩個較大的橢圓形開洞，并造成最大約11m的懸挑。針對大跨度懸挑梁，概念性的提出加強(qiáng)措施，并進(jìn)行了人行激勵荷載下的舒適度分析。同時介紹了彈性和靜力彈塑性分析，樓板內(nèi)力分析，轉(zhuǎn)換柱和躍層柱的設(shè)計。
[關(guān)鍵詞] 鋼框架-中心支撐結(jié)構(gòu);懸挑梁;靜力彈塑性分析;樓蓋舒適度分析
中圖分類號：TU393.3      文獻(xiàn)標(biāo)識碼：A      文章編號：1002-848X(2013)S1-0389-05
 
作者簡介：王帥，工學(xué)碩士，工程師，一級注冊結(jié)構(gòu)工程師，Email：shuai_wang@ecadi.com。
 
Structural design of concentrically braced steel frame with large-scale cantilever beam atrium
Wang  Shuai
( East China Architectural Design & Research Institute Co.,Ltd., Shanghai 200002, China)
 
Abstract: Retail of Pudong Financial Plaza is a 12-floor building, with 120 thousands square area, 69 meters high. The project adopts concentrically braced steel structure, with buckling-restrained braces are installed below the 8th floor. To fulfill the architectural layout, there are two elliptical openings every floor, which makes up to 11 meters cantilever beam. Strengthen measures were taken to make up for the disadvantages of cantilever beam, and the floor serviceability under people’s step load is also studied. Also, the analysis on push-over, floor internal stress, transitional column and thermocline column is introduced separately too.
Keywords: concentrically braced steel frame;cantilever beam;push-over analysis;floor serviceability analysis
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