邱焕龙，  张绍亮，  秦明乐，  韩  超

(大连都市发展设计有限公司，大连116011)

 

[摘要] 大连富丽华三期为酒店式公寓，地上55层（结构58层），地下4层，建筑高度为198. 60m，结构形式为框架-剪力墙结构。针对超限情况和结构体系，根据超限审查意见，拟定合理的抗震性能设计目标及采取相应有效措施，采用弹性时程分析、动力弹塑性时程分析找到薄弱层及薄弱部位，进行加强。

[关键词] 超高层建筑；性能目标；抗震计算；弹性时程分析；动力弹塑性时程分析

中图分类号：TU318    文献标识码：A  文章编号：1002-848X(2012) S2-0236-05

 

Qiu 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