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（青島騰遠(yuǎn)設(shè)計(jì)事務(wù)所有限公司， 青島 266100）
［摘要］日照萬麗海景項(xiàng)目屬超A級高度高層建筑，為框架-核心筒結(jié)構(gòu)體系。采用SATWE和MIDAS Building兩種軟件進(jìn)行了小震彈性計(jì)算，并比較了安評報(bào)告與規(guī)范不同的動參數(shù)取值所對應(yīng)的不同結(jié)果。結(jié)果表明，結(jié)構(gòu)的周期比、層間位移角等均滿足規(guī)范要求。對結(jié)構(gòu)進(jìn)行了彈性時程分析時采用3條地震波，計(jì)算結(jié)果表明波的選取合理，計(jì)算所得3條地震波的平均層間位移均滿足規(guī)范要求。對結(jié)構(gòu)進(jìn)行靜力彈塑性分析，計(jì)算所得結(jié)構(gòu)抗倒塌曲線的層間位移角滿足規(guī)范限值要求。
［關(guān)鍵詞］日照萬麗海景； 超高層建筑； 型鋼混凝土柱； 彈性動力時程分析； 靜力彈塑性分析
中圖分類號：TU443文獻(xiàn)標(biāo)識碼：A文章編號：1002-848X(2016)18-0018-05
Structural design on out-of-code high-rise buildings of Renaissance Harbor View Building in Rizhao
Li Na， Li Jianfeng， Sun Shaodong， Hu Haitao
（Qingdao Tengyuan Design Institute Co., Ltd., Qingdao 266100, China）
Abstract:Renaissance Harbor View Building in Rizhao project is a high-rise building exceeding A-level height requirement of codes. It adopts frame-corewall structural system. Programs of SATWE and MIDAS building were used to conduct the elastic calculation under the frequent earthquakes, and different results corresponding to different dynamic parameter values of safety evaluation report and codes were compared. Results show that, period ratio and interlayer displacement angle of the structure meet specification requirements. When the elastic time-history analysis of the structure was carried out, 3 seismic waves were adopted. The calculation results indicate that the wave selection is reasonable, and the average interlayer displacement of the structure under 3 seismic waves can meet the requirement of the standard. The static elastic-plastic analysis was conducted on the structure and interlayer displacement angle of calculated anti-collapse curve of the structure meet the requirements of the specification limits.
Keywords:Renaissance Harbor View Building in Rizhao; super high-rise building; steel-reinforced concrete column; dynamic elastic time-history analysis; static elastic-plastic analysis
作者簡介：李娜，本科，工程師，Email：li.na1@tengyuan.com.cn。
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