超限高层小震设计与中震设计的对比分析

英文篇名：Comparative analysis of seismic design between small and medium earthquake for super high-rise buildings
中文刊名：建筑结构
英文刊名：Building Structure
作者：赵明 ; 于海博 ; 毛英杰 ; 龙淼 ; 王晓洁
英文作者：Zhao Ming ; Yu Haibo ; Mao Yingjie ; Long Miao ; Wang Xiaojie(East China Architectural Design & Research Institute Co. ; Ltd. ; Shanghai 200002 ; China)
中文关键词：超高层 ; 中震弹性设计 ; 中震不屈服设计 ; 性能设计
英文关键词：super high-rise building ; elastic design under medium earthquake ; non-yielding design under medium earthquake ; performance-based seismic design
出版日期：2010-10-25
机构：华东建筑设计研究院有限公司;
年：2010
期：10
出版单位：建筑结构

摘要

超限高层的抗震等级往往取为一级或特一级。较高抗震等级结构的内力调整系数较大,导致小震弹性设计内力放大较多,甚至超过中震的内力设计值。通过详细的分析,给出小震设计内力与中震设计内力的对比,并提出相应的设计建议,为实现性能设计提供参考。
Anti-seismic grade of super high-rise buildings is always grade I or extra grade I.Higher anti-seismic grade leads bigger adjustment coefficient of internal force,which makes design values of internal force under small earthquake be even more than those under medium earthquake.Comparative analysis of internal force under different seismic fortification levels was done and design proposal in seismic design was given,which can give reference for realizing performance-based seismic design.

引文

[1]JGJ3—2002高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002.
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