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RC框架静力与动力弹塑性分析的比较研究
引用本文:吕尚文,万海峰.RC框架静力与动力弹塑性分析的比较研究[J].佳木斯工学院学报,2012(1):46-48,52.
作者姓名:吕尚文  万海峰
作者单位:[1]同济大学结构工程与防灾研究所,上海200092 [2]上海市浦东新区规划建筑设计有限公司,上海200127
摘    要:介绍了静力与动力弹塑性分析的基本原理和分析方法.采用Perform-3D软件对1幢8层钢筋混凝土框架结构分别进行了静力和动力弹塑性分析.通过比较分析结果,对于多层质量刚度分布均匀的框架结构,静力与动力弹塑性分析计算的最大层间位移角基本接近,但静力弹塑性计算结果略偏保守.

关 键 词:框架结构  弹塑性分析  抗震性能

Comparative Study Based on Static and Dinamic Elastic -plastic Analysis of Reinforced Concrete Frame
Authors:LU Shang wen  WAN Hai feng
Affiliation:. Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., Shanghai 200092, China; Shanghai Pud ong Planning & Architecture Design Co., Ltd, Shanghai 200127, China
Abstract:The basic principle and method of static and dynamic elastic - plastic analysis was represented in this paper. analysis by the An eight layer RC frame structure was introduced to carry out static and dynamic elastic software named Perform -3D. By comparing the results of analysis, the maximum drifts - plastic between the static and dynamic elastic - plastic analysis were very close, but the result of static elastic - plastic was con- servative for the frame structure with uniform distribution of the quality and stiffness.
Keywords:frame structure  elastic - plastic analysis  seismic performance
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