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淄博华润中心五彩城酒店主楼超高层结构抗震设计研究
许奎山,胡文晓,孔峻清
摘 要

 

(上海三益建筑设计有限公司,上海200050
 
[摘要]淄博华润中心五彩城酒店主楼结构高度172.6m41层。酒店主楼采用现浇钢筋混凝土框架-核心筒结构体系,框架柱采用型钢混凝土,内部核心筒为钢筋混凝土,外框架与内筒之间的梁板为现浇钢筋混凝土。本文系统介绍了该工程的结构体系特点、抗震性能设计原则和方法、整体计算分析、罕遇地震作用下的弹塑性时程分析、斜柱与穿层柱的设计与计算长度系数取值以及地基基础的设计、超限设计的措施及对策。
[关键词]超高层结构;抗震性能设计;斜柱;弹塑性时程分析;柱计算长度
中图分类号:TU318      文献标识码:A      文章编号:1002-848X(20130S1-0513-06
 
Super high-rise structure Seismic design research of Zibo China Resources Center colorful city main hotel building
Xu KuishanHu WenxiaoKong Junqing
(Shanghai Sunyat Architectural Design Co., Ltd., Shanghai 200050,China)
 
Abstract:Zibo China Resources Center colorful city main hotel building structure height of 172.6m, 41 layers. The main hotel building with cast-in-place reinforced concrete frame - core barrel structure system, frame column with steel reinforced concrete cross-section , the inner core barrel is a reinforced concrete flat slab between the outer frame and the inner cylinder is reinforced concrete.This paper systematically introduces the sturcture characteristics  of the building,the design principles and methods of performance-based seismic design,the overall computational analysis, elasto-plastic time-history analysis under rare earthquake ,  the design of inclined column andwear layer column , calculation of  length coefficient of the inclined column and wear layer column , foundation design and the design mothed of super high-rise structure.
Keywords:super high-rise structure,performance-based seismic design; Inclined Column,elasto-plastic time-history analysis; Column effective length
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