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石化加热炉钢结构静力推覆分析
引用本文:王佼姣,施刚,蔡建光,厉亚宁,孙毅,王海涛.石化加热炉钢结构静力推覆分析[J].四川建筑科学研究,2014(3):49-53.
作者姓名:王佼姣  施刚  蔡建光  厉亚宁  孙毅  王海涛
作者单位:土木工程安全与耐久教育部重点实验室;清华大学土木工程系;中国石化工程建设有限公司;
摘    要:石化行业某带壁板加热炉钢结构形式复杂,为评价其抗震性能,本文对整个结构进行了静力推覆分析。考虑了结构主体框架和侧墙壁板的共同作用,得到了多遇地震和罕遇地震性能点,并分析了性能点的变形形态和结构性态。结果显示多遇地震下结构均处于弹性,最大层间位移角为1/942,罕遇地震下结构进入塑性的范围不大,最大层间位移角为1/364。结论是该结构能够满足抗震规范中的“小震不坏,大震不倒”的性能要求。

关 键 词:带壁板钢结构  静力推覆  性能点  层间位移角

Pushover analysis for a steel structure of heating furnace in petrochemical industry
WANG Jiaojiao,SHI Gang,CAI Jianguang,LI Yaning,SUN Yi,WANG Haitao.Pushover analysis for a steel structure of heating furnace in petrochemical industry[J].Building Science Research of Sichuan,2014(3):49-53.
Authors:WANG Jiaojiao  SHI Gang  CAI Jianguang  LI Yaning  SUN Yi  WANG Haitao
Affiliation:1. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China ; 2. SINOPEC Engineering Incorporation, Beijing 100101, China)
Abstract:In order to evaluate the seismic performance of a steel structure with wall panel of heating furnace in petrochemical industry, static pushover analysis is done in this paper. In the analysis, the role of steel panel is taken into account. Performance points of frequent earthquake and rear earthquake are obtained. And deformation shape and structural state at the performance points are analyzed. The results show that the whole structure is in the elastic stage and maximum story drift angle is 1/942 under frequent earthquake while the range of the structure in plastic stage is very small and maximum story drift angle is 1/364 under rear earthquake. The conclusion can be drawn that the structure discussed in this paper could meet the requirements "no damage under small earthquake" and "no collapse under strong earthquake" specified in the seismic code.
Keywords:steel structure with wall panel  static pushover analysis  performance point  story drift angle
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