洛陽正大超高層辦公樓結(jié)構(gòu)抗震設(shè)計
楊曉明，徐和財，鄭瑋，鮑蘭軍
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楊曉明，徐和財，鄭瑋，鮑蘭軍（浙江省工業(yè)設(shè)計研究院， 杭州 310003）［摘要］洛陽正大辦公樓為地上51層、地下3層的超高層建筑，該建筑上部結(jié)構(gòu)采用框架-核心筒結(jié)構(gòu)體系, 其中框架柱采用方鋼管混凝土柱，框架梁采用焊接H型鋼梁。介紹了該辦公樓結(jié)構(gòu)設(shè)計方法和過程，包括結(jié)構(gòu)選型、結(jié)構(gòu)性能設(shè)計目標(biāo)的確定、計算分析等。針對本工程結(jié)構(gòu)的超限情況與性能設(shè)計目標(biāo)，選用多種軟件對結(jié)構(gòu)進(jìn)行了小震彈性反應(yīng)譜分析、小震彈性時程分析、中震不屈服驗算、中震彈性驗算、靜力彈塑性分析以及大震作用下的動力彈塑性時程分析。計算結(jié)果表明，采用多種軟件對結(jié)構(gòu)進(jìn)行計算分析，并采用一定的構(gòu)造設(shè)計措施，能實現(xiàn)結(jié)構(gòu)預(yù)定的性能設(shè)計目標(biāo)，同時也提高了結(jié)構(gòu)體系的安全性。［關(guān)鍵詞］超高層建筑; 框架-核心筒; 性能設(shè)計目標(biāo); 性能水準(zhǔn); 鋼管混凝土; 加強層; 時程分析中圖分類號：TU973.1+4 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2013)18-0039-05Structural seismic design of Luoyang Zhengda ultra-limit high-rise office buildingYang Xiaoming, Xu Hecai, Zheng Wei, Bao Lanjun(Zhejiang Industry Design and Research Institute, Hangzhou 310003, China）Abstract: Luoyang Zhengda office building is an ultra-limit high-rise building with 51 floors on the ground and 3 floors underground. The upper part of the structure adopts the frame-core tube structure system, in which the frame column adopts concrete filled square steel tubular column and the frame beam adopts the welding H-shaped steel beam. The design method and process of the building structure were discussed, including the selection of structural system, the confirmation of performance design goals, the calculational analysis and so on. According to the ultralimit situation and performance design goals of the structure, various software was used to check the elastic response spectrum analysis and elastic-plastic time history analysis under frequent earthquake, the non-yielding design, the elasticity and the static elastic-plastic time history analysis under moderate earthquake, and the dynamic elastic-plastic time history analysis under rare earthquake. The results show that using various software to analyze the structure and adopting some strengthening measures can realize the predetermined performance design goals of the structure, improve the security of the structure at the same time.Keywords: ultra-limit high-rise building; frame-core tube structure; performance design goals; performance level; concrete filled square steel tubular; reinforced floor; time history analysis作者簡介：楊曉明，學(xué)士，高級工程師，一級注冊結(jié)構(gòu)工程師，Email:yxm21@163.com。參考文獻(xiàn)［1］GB 50011—2010建筑抗震設(shè)計規(guī)范［S］.北京:中國建筑工業(yè)出版社，2010.［2］中華人民共和國住房和城鄉(xiāng)建設(shè)部.超限高層建筑工程抗震設(shè)防專項審查技術(shù)要點［Ｍ］．２０１０．［３］JGJ 3—2010高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程［S］.北京:中國建筑工業(yè)出版社,2011.［４］SATWE用戶手冊及技術(shù)條件［M］.北京：中國建筑科學(xué)研究院PKPMCAD工程部，2005.［5］MIDAS/Gen 分析設(shè)計原理用戶手冊及技術(shù)條件［M］.2010.［6］PMSAP 復(fù)雜多、高層建筑結(jié)構(gòu)分析與設(shè)計軟件(廣義協(xié)調(diào)墻元模型) 用戶手冊及技術(shù)條件［M］.2010.［7］MIDAS Building三維建筑結(jié)構(gòu)分析設(shè)計軟件用戶手冊及技術(shù)條件［M］.2013.
