浅谈复杂结构的中震设计

英文篇名：Discussion on Seismic Design of Complicated Structure under Seismic Fortification Intensity
中文刊名：工程抗震与加固改造
英文刊名：Earthquake Resistant Engineering and Retrofitting
作者：郑文 ; 涂津 ; 潘文
英文作者：Zheng Wen~1 ; Tu Jin~2 ; Pan Wen~3(1.Kunming University of Science and Technology ; Kunming 650233 ; China ; 2.Antai Constructive Engineering Design Examinate Institute of Yunnan Province ; Kunming 650233 ; China)
中文关键词：小震 ; 中震 ; 大震 ; 复杂结构 ; 超限结构 ; 中震弹性阶段 ; 中震不屈服阶段 ; 地震动参数
英文关键词：frequent seismic fortification intensity(low earthquake) ; seismic fortification intensity(medium earthquake) ; very rare seismic fortification intensity(great earthquake) ; complicated structure ; unregulated structure ; elasticity level under medium earthquake ; un-yielding level under medium earthquake ; parameters of ground motion
出版日期：2009-10-05
机构：昆明理工大学;云南安泰建设工程设计审查事务所;
年：2009
期：05
出版单位：工程抗震与加固改造

摘要

复杂结构、超限高层结构在实际工程设计时需要进行中震设计和验算。本文从抗震规范中小震、中震和大震的概念入手,说明了中震设计和验算的工程概念和方法,提出了在现行规范和设计条件下,在实际工程中进行中震设计的设计要点和应注意的一些问题。
It is necessary that complicated structures are analyzed and checked under seismic intensity(medium earthquake).Based on the concept of frequent seismic intensity(low earthquake),seismic fortification intensity(medium earthquake) and very rare seismic fortification intensity(great earthquake),some ideas about structureal design under medium earthquake are suggested,and some methods of structureal design under medium earthquake in the condition of actual code and design are proposed.

引文

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