摘要
本文建立了适合框架结构倒塌分析的离散单元模型,并且研究了模型的破坏准则、阻尼等参数确定方法。对框架结构在地震作用下的倒塌全过程进行了数值分析和可视化仿真模拟。算例表明,本文方法是有效的,可以较正确地分析剪切型框架结构的倒塌破坏过程。
In this paper, a discrete element model for collapse simulation of frame structures is developed. The failure criterion and determination of analytical parameters such as damping are also studied. The seismic collapse process of frame structures is numerically analyzed and visually simulated. The results show that the methods developed in this paper are reliable, which can reasonably simulate the seismic collapse process of reufforced concrete frame structures with shear type deformation.
出处
《地震工程与工程振动》
CSCD
北大核心
2006年第6期77-82,共6页
Earthquake Engineering and Engineering Dynamics
基金
国家自然科学基金项目(50025821
50321803)
关键词
离散单元法
框架结构
倒塌
仿真分析
破坏准则
discrete element method (DEM)
frame structures
collapse
simulation
failure criterion