- 摘 要
-
(中國電子工程設(shè)計院， 北京 100840)
［摘要］長沙華遠(yuǎn)·金外灘三四期綜合體項目中的T1塔樓結(jié)構(gòu)高度為262.99m，屬超B級高度超限高層結(jié)構(gòu)，采用鋼筋混凝土框架-核心筒結(jié)構(gòu)體系。小震下的反應(yīng)譜分析結(jié)果表明結(jié)構(gòu)的周期比、剪重比、層間位移角等均滿足規(guī)范要求。在反應(yīng)譜分析的基礎(chǔ)上，利用ETABS軟件對結(jié)構(gòu)進(jìn)行了彈性時程反應(yīng)分析，結(jié)果顯示，時程分析結(jié)果的平均值基本都小于反應(yīng)譜分析的結(jié)果。在小震分析的基礎(chǔ)上，選取了幾個關(guān)鍵結(jié)構(gòu)構(gòu)件進(jìn)行了中震不屈服校核，結(jié)果顯示，構(gòu)件能夠滿足中震不屈服的性能目標(biāo)。
［關(guān)鍵詞］小震; 反應(yīng)譜分析; 時程分析; 中震
中圖分類號：TU318 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2014)15-0007-06
Structural analysis and design of T1 tower of the 3rd and 4th phase buildings of Huayuan Golden Bund in Changsha
Wang Haiming, Su Yunpeng, Ren Shouguang, Liang Jing, Bai Guanghao, Han Hejun
(China Electronics Engineering Design Institute, Beijing 100840, China)
Abstract: The structural height of T1 tower of the 3rd and 4th phase buildings of Huayuan Golden Bund in Changsha is 262.99 meters. It is an out-of-code high-rise building which exceeds the B level requirements of the code and the structural system of reinforced concrete frame core-wall is adopted. Response spectrum analysis results under the frequent earthquake show that the parameters of period-ratio, shear-weight ratio and interlayer displacement angle can satisfy the requirements of the codes. Based on the response spectrum analysis, elastic time-history analysis was conducted by using ETABS software. The analysis results show that the average results of time-history analysis are smaller than that of response spectrum analysis in general. On the basis of response spectrum analysis under the frequent earthquake, non-yielding analysis under the moderate earthquake was checked in some selected key structural members and the results show that the selected members can meet the requirements of the performance objective of nonyielding under the moderate earthquake.
Keywords: frequent earthquake; response spectrum analysis; time-history analysis; moderate earthquake
作者簡介：王海明，博士，一級注冊結(jié)構(gòu)工程師，高級工程師，Email：wanghaiming@ceedi.cn。
參考文獻(xiàn)
［1］馮克，蘇云鵬，韓合軍. 長沙華遠(yuǎn)·金外灘某超限高層住宅結(jié)構(gòu)分析與設(shè)計［J］.建筑結(jié)構(gòu)，2014,44（10）：46-50.
［2］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.
［3］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.
［4］長沙華遠(yuǎn)·金外灘工程場地地震安全性評價報告［R］. 長沙: 湖南省防震減災(zāi)工程研究中心, 2012.
［5］傅學(xué)怡. 實用高層建筑結(jié)構(gòu)設(shè)計 ［M］. 2版.北京: 中國建筑工業(yè)出版社, 2010.
［6］長沙華遠(yuǎn)·金外灘三四期風(fēng)振響應(yīng)及等效靜力風(fēng)荷載研究報告［R］. 北京: 建研科技股份有限公司, 2012.
