基于静力与动力稳定性的单层框架的极限位移

英文篇名：Ultimate Displacement of Single-story Frame Based on Static and Dynamic Stability
中文刊名：工程抗震与加固改造
英文刊名：Earthquake Resistant Engineering and Retrofitting
作者：刘迎春 ; 巩正光 ; 张文福 ; 焦贵文 ; 计静
英文作者：Liu Ying-chun1 ; Gong Zheng-guang2 ; Zhang Wen-fu1 ; Jiao Gui-wen3 ; Ji Jing1(1.Department of Civil Engineering ; Northeast Petroleum University ; Daqing 163318 ; China ; 2.China Academy of Building Research ; Beijing 100013 ; China ; 3.Road Management Company ; Daqing Oil Field Construction Combine ; Daqing 163416 ; China)
中文关键词：单层框架 ; 水平力-位移骨架曲线 ; 有限元分析 ; 极限位移
英文关键词：single-story frame ; lateral force versus displacement framework curve ; finite element analysis ; ultimate displacement
出版日期：2010-08-05
机构：东北石油大学土木建筑工程学院;中国建筑科学研究院;大庆油田建设集团道路管理公司;
年：2010
期：04
出版单位：工程抗震与加固改造

摘要

基于双线性水平力-位移骨架曲线对12种单层钢框架进行静力分析,将得到的极限位移与有限元法对框架进行动力稳定性分析得到的极限位移作以比较,结果表明,两者基本接近,误差均在5%之内,并且与按抗震规范和实际工程要求计算框架结构的极限位移进行对比。通过分析,为单层框架结构防倒塌设计时极限位移及可能震害程度的确定,提供可参考的依据。
Static nonlinear analysis to 12 kinds single-story frames is analyzed based on bilinear lateral force versus displacement framework curve,then ultimate displacements are compared with dynamic collapse ultimate displacement obtained by dynamic stability analysis with ANSYS program.The results are close,and the differences of them are all within 5%.Moreover,according to present aseismatic code and practical engineering,ultimate elastic-plastic displacement are calculated and compared.By the analysis to ultimate displacement of single frame,some references are provided for determining ultimate displacement and possible damage brought by the earthquake.

引文

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