萬(wàn)德花園二期超限高層結(jié)構(gòu)設(shè)計(jì)與分析
劉文珽1張 濤2謝定南3
- 摘 要
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(1 北京交通大學(xué) 100044;2 北京中天建中工程設(shè)計(jì)有限責(zé)任公司 100081;3 中國(guó)建筑設(shè)計(jì)研究院 北京 100044)[提要] 通過(guò)對(duì)一大底盤(pán)雙塔帶高位轉(zhuǎn)換超限高層結(jié)構(gòu)主要設(shè)計(jì)過(guò)程的介紹,重點(diǎn)討論了結(jié)構(gòu)選型、分析計(jì)算以及抗震措施,并針對(duì)高位轉(zhuǎn)換這一主要超限特點(diǎn),從整體結(jié)構(gòu)布置到關(guān)鍵構(gòu)件的選取提出了相應(yīng)的應(yīng)對(duì)措施。經(jīng)多模型、多軟件的比較分析及彈性、彈塑性補(bǔ)充計(jì)算表明,該工程各項(xiàng)計(jì)算指標(biāo)比較理想,所采取的措施比較合理,整體設(shè)計(jì)滿(mǎn)足規(guī)范要求。[關(guān)鍵詞] 超限高層 不規(guī)則結(jié)構(gòu) 雙塔建筑 轉(zhuǎn)換層 抗震設(shè)計(jì)Structural Design of a High-rise Building Beyond Code Limits/Liu Wenting1, Zhang Tao2, Xie Dingnan3(1School of Civil Engineering & Architecture, Beijing Jiaotong University,Beijing 100044, China;2Beijing Zhongtian Jianzhong Co., Ltd., Beijing 100081, China;3China Architecture Design & Research Croup, Beijing 100044,China)Abstract:The structural design of a highrise twintower building with large podium is introduced. The selection of structural system, seismic analysis and seismic fortification measures are discussed in detail. For the design of transfer story beyond code limits, the main control measures of antiseismic design, such as the total structural plane arrangement and the selection of key member, are presented. The seismic analysis results of multimodels using different analysis programs and the results of linear and nonlinear time history dynamic analysis are given. It is found that the control value for designing such structure is feasible and the design can meet demand of codes.Keywords:high-rise building beyond the code limits; irregular structure; twin tower building; transfer story; seismic design
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