大連富麗華三期超高層結(jié)構(gòu)設(shè)計
邱煥龍， 張紹亮， 秦明樂， 韓 超
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邱煥龍， 張紹亮， 秦明樂， 韓 超(大連都市發(fā)展設(shè)計有限公司，大連116011)[摘要] 大連富麗華三期為酒店式公寓，地上55層（結(jié)構(gòu)58層），地下4層，建筑高度為198. 60m，結(jié)構(gòu)形式為框架-剪力墻結(jié)構(gòu)。針對超限情況和結(jié)構(gòu)體系，根據(jù)超限審查意見，擬定合理的抗震性能設(shè)計目標及采取相應有效措施，采用彈性時程分析、動力彈塑性時程分析找到薄弱層及薄弱部位，進行加強。[關(guān)鍵詞] 超高層建筑；性能目標；抗震計算；彈性時程分析；動力彈塑性時程分析中圖分類號：TU318 文獻標識碼：A 文章編號：1002-848X(2012) S2-0236-05Structure design of extra-high building of Dalian Furama project phase ⅢQiu Huanlong, Zhang Shaoliang, Qin Mingle, Han Chao(Dalian Urban Development Design Co., Ltd., Dalian 116011, China)Abstract: Dalian Furama project phase IIIis a frame-shear-wall-structure serviced apartment, which is 198.6 m high with 55 layers (58 structure layers) over ground, and 4 layers underground. According to the examination opinions on overrun, some corresponding effective measures were taken to consider reasonable seismic performance design objectives. Moreover, the elastic time-history analysis and the dynamic elastic-plastic time history analysis were used to look for the weak layer and weak parts, and then strengthen them.Keywords: extra-high building; performance objective; seismic calculation, elastic time-history analysis; dynanuc elastic-plastic time history analysis
