|国家预印本平台
首页|多层钢筋混凝土框架结构地震倒塌破坏分析

多层钢筋混凝土框架结构地震倒塌破坏分析

nalysis for Collapse Process of Multi-layer RC Frame Structures under Earthquake

中文摘要英文摘要

多层钢筋混凝土框架结构在我国的建筑结构中占有相当大的比例,在历次特大地震中多层框架结构的倒塌破坏情况十分严重,已经成为威胁人民生命财产安全的重大问题,因此研究结构的倒塌破坏规律和准确定义结构的倒塌破坏临界状态是非常有必要的。本文着眼于结构的整体倒塌破坏规律,以各层等刚度的多层钢筋混凝土框架结构为研究对象,以层高、跨度和层数为研究变量,应用非线性有限元软件ANSYS/LS-DYNA,以弹塑性时程分析法为基础,研究了等刚度RC框架结构塑性集中变形的发展规律、层间位移角与倒塌破坏的关系。

Multi-storey RC-frame structure occupies a large proportion of the building structure in our country, the collapse of multi-storey frame structure in great earthquake is very serious, and it has become a major threat to people's life and property security, so research of the rule about structural collapse and define the critical state of structural collapse accurately is necessary. This paper focuses on the rule of structural collapse, takes constant stiffness multi-layer RC-frame structure as the object of study, with height, span and number of floors as the variables, uses nonlinear finite element software ANSYS/LS-DYNA, bases on elasto-plastic time history analysis, studies the rule of plastic deformation's development of constant stiffness multi-layer RC-frame structure, and the relationship between story-drift and structural collapse.

刘伯权、高佳明、付国

建筑结构

倒塌NSYS/LS-DYNA破坏域模型层间位移角可变机构

collapseANSYS/LS-DYNAdomain model of damagestory-driftvariable institutions

刘伯权,高佳明,付国.多层钢筋混凝土框架结构地震倒塌破坏分析[EB/OL].(2014-01-13)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/201401-532.点此复制

评论