摘要
基于传统颗粒离散单元模型(DEM),开发了一种绑定式离散单元模型(BTDEM)用于砌体结构崩塌机制的研究,并对一个典型砌体结构的破坏倒塌过程进行数值模拟。结果证实BTDEM方法能够详细地模拟出砌体建筑结构的崩塌过程,同时还可以模拟出砌块的破碎,是一种普适性较强的模拟砌体结构建筑的高效数值方法。BTDEM方法具有计算速度快和易实现大规模计算的优点,同时该方法具有处理砌体填充墙框架结构的能力,应用范围极广。发展该方法并将其应用于建筑物的动态灾变过程研究,将为土木建筑的防灾、减灾研究及工程实施提供一种新颖、可信的数值模拟手段。
Based on the traditional spherical discrete element method（DEM）,a kind of bonding type discrete element model（BTDEM） was established,and applied to the simulation of the breakage and collapse of masonry structures.The breakage and collapse of a kind of typical masonry structure was simulated by BTDEM in this paper,and the simulation results show that the details of the collapse of the masonry structure,even the breakage of building blocks,all can be predicted by the new method.The simulation case shows that the BTDEM is a kind of high efficient numerical method for simulating masonry structures.The BTDEM has the advantages of higher computational efficiency and easy computing on large scales,and the method can be expanded to be used in the simulation and analysis of the breakage and collapse of masonry-infilled frame structures.The application of the method on the dynamic cataclysm of buildings will help to the study of disaster prevention and disaster mitigation of civil constructions.
出处
《计算力学学报》
EI
CAS
CSCD
北大核心
2011年第4期523-529,共7页
Chinese Journal of Computational Mechanics
基金
中央高校基本科研业务费专项资金资助项目
浙江大学优秀青年教师资助计划资助项目
关键词
离散单元法
砌体
倒塌
地震
数值模拟
discrete element method（DEM）
masonry
collapse
earthquake
numerical simulation
