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賈勇, 蔡文杰, 彭肇才

(中建國際（深圳）設(shè)計顧問有限公司， 深圳 518000)

 

［摘要］三亞海棠灣七星級酒店為框架剪力墻結(jié)構(gòu)，高度為144.2m；結(jié)構(gòu)最大懸挑30m，平面狹長，存在扭轉(zhuǎn)不規(guī)則、結(jié)構(gòu)偏心率大于0.15、樓板不連續(xù)、尺寸突變等超限情況。根據(jù)本項目特點(diǎn)進(jìn)行了時程分析、罕遇地震下的Pushover分析，采用SAP2000進(jìn)行施工模擬分析，并采用ABAQUS對結(jié)構(gòu)的關(guān)鍵節(jié)點(diǎn)進(jìn)行了有限元分析，證明了結(jié)構(gòu)的合理性，并提出了相應(yīng)的抗震加強(qiáng)措施。

［關(guān)鍵詞］超高層結(jié)構(gòu)；大懸挑；時程分析；施工模擬分析；Pushover

中圖分類號：TU973.1+6      文獻(xiàn)標(biāo)識碼：A      文章編號：1002-848X(2013)10-0045-05

 

Structure design on super high-rise building of Sanya Haitangwan seven-star hotel

Jia Yong, Cai Wenjie, Peng Zhaocai

(China Construction (Shenzhen) Design International Co., Ltd., Shenzhen 518000, China)

 

Abstract: Sanya Haitangwan seven-star hotel is a frame-shear wall structure with the height of 144.2m. The hotel has some out-of-codes properties, such as the largest cantilever of 30m, a long and narrow plane, the irregular torsion under earthquake, the structure eccentricity larger than 0.15, discontinuous floors, and the size mutation. The time-history analysis, Pushover analysis under rare earthquake and construction simulation analysis of SAP2000 were taken to analyze the super high-rise building. Key joints were analyzed by ABAQUS software. The rationality of the structure was proved and corresponding seismic strengthening measures were put forward.

Keywords: super high-rise building; large cantilever; time-history analysis; construction simulation analysis; Pushover

作者簡介：賈勇，碩士，工程師，Email:342657480@QQ.com。

 

參考文獻(xiàn)

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