南京中勝客運站結(jié)構(gòu)設(shè)計
朱曉文，劉亞軍，彭虹毅，張偉玉
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（南京金宸建筑設(shè)計有限公司，南京210019）[摘要] 南京中勝客運站結(jié)構(gòu)總高度為49.20m，建筑地面以上12層，地下1層，為一連體結(jié)構(gòu)。自38.40m至49.20m，兩結(jié)構(gòu)通過連接體連接，為復(fù)雜超限高層。介紹了該工程的特點、超限情況、基于性能的抗震設(shè)計目標(biāo)及采取的技術(shù)措施。綜合分析表明，通過合理的結(jié)構(gòu)布置及加強措施，該結(jié)構(gòu)具有良好的抗震性能。[關(guān)鍵詞] 超限高層建筑;連體結(jié)構(gòu);時程分析;抗震性能設(shè)計中圖分類號：TU318 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2013)S1-0140-04Structural design ofZhu Xiaowen, Liu Yajun, Peng Honyi, Zhang Weiyu（ Nanjing Kingdom Architecture Design Co., Ltd., Nanjing 210019, China）Abstract: Nanjing Zhongsheng passenger station is a 49.20m tall structure with 12 storeys above ground and 1 storeys basement.It is beyond-limit high-rise,from 38.40m to 49.20m,connected by two structure. This paper introduced the characteristics of this project and the seismic perform design in chief, produced method to deal with the frail place of the building. Comprehensive analysis shows that, through reasonable structural arrangement and measures to strengthen, the structure has a good seismic performance.Keywords: ultra-high-rise building; conjoined structure; time-history analysis; seismic perform design
