胡海涛¹, 张吉明¹, 丁新海¹, 罗铁生²

(1 青岛腾远设计事务所有限公司，青岛 266071；2 阳光100置业集团，北京 100026)

 

［摘要］烟台阳光100城市广场一期工程由3栋塔楼及商业裙房组成，因建筑立面、功能以及施工等多方面因素，设计中存在诸多难点。结构设计时从概念设计出发，进行了整体弹性分析、反应谱分析、弹性动力时程分析、静力弹塑性分析以及重要构件的中震弹性分析。根据计算结果，采取了相应的抗震加强措施。

［关键词］结构设计；弹性动力时程分析；静力弹塑性分析；中震弹性分析

中图分类号：TU375        文献标识码：A        文章编号：1002-848X(2013)01-0022-05

 

Hu Haitao¹, Zhang Jiming¹, Ding Xinhai¹, Luo Tiesheng²

（1 QingDao Tengyuan Design Institute Co., Ltd., Qingdao 266071, China; 2 Sunshine100 Co., Ltd., Beijing 100026, China）

 

Abstract: The Sunshine100 urban plaza in Yantai is composed by three towers and attached retail podiums. Because of the building facade, function, construction and relevant issues, there were many difficulties during design progress. In alignment with the concept design, the structural design of this project covers the overall elastic analysis, response spectrum analysis, elastic dynamic timehistory analysis, Pushover analysis and the elastic analysis under medium earthquake for important components. Seismic measures were applied correspondingly based on the calculation results.

Keywords: structural design; elastic time-history analysis; Pushover analysis; elastic analysis under medium earthquake

作者简介：胡海涛，教授，总工程师，Email： hht9@sina.com

 

［1］宰金珉, 宰金璋. 高层建筑基础分析与设计［M］. 北京: 中国建筑工业出版社, 1993.