摘要
该文建议了一种能够用于建筑结构倒塌分析的单自由度滞回模型。该模型能够模拟骨架线的强化和峰值点后的退化、滞回捏拢、往复荷载作用下的承载力和刚度退化以及P-效应等。为验证所建议的单自由度滞回模型用于结构倒塌分析的有效性和合理性,以一座8层钢筋混凝土框架结构为例,对原型结构和按照基本模态等效的单自由度模型分别进行了IDA倒塌易损性分析,结果表明两者的倒塌易损性曲线吻合较好。
A simplified single-degree-of-freedom（SDOF） hysteretic model for collapse analysis of building structures is proposed in this work.The simplified hysteretic model is capable of simulating strength deterioration under monotonic loading,pinching,strength and stiffness deterioration under cyclic loading as well as P-effect,so that it can be applied to collapse analysis.To validate the applicability and effectiveness of the proposed SDOF hysteretic model,an eight-storey RC frame structure is simplified as an equivalent SDOF system according to its fundamental mode of free vibration and the collapse fragility analysis based on incremental dynamic analysis is implemented to the prototype structure and the simplified SDOF system,respectively.The results show that the collapse fragility curves of the prototype structure and the simplified SDOF system agree quite well with each other.
出处
《工程力学》
EI
CSCD
北大核心
2012年第10期5-12,共8页
Engineering Mechanics
基金
国家自然科学基金优秀青年基金项目(51222804)
国家自然科学基金项目(51178249)
教育部新世纪优秀人才支持计划项目(NCET-10-0528)
关键词
倒塌易损性分析
单自由度
滞回模型
承载力退化
P-效应
collapse fragility analysis
single-degree-of-freedom
hysteretic model
strength deterioration
P-effect
