强震作用下砌体结构倒塌过程仿真分析  

Simulation analysis of the collapse response of masonry structures subjected to strong ground motion

作　　者：刘海卿[1,2] 倪镇国[1] 欧进萍[2] 

机构地区：[1]辽宁工程技术大学土木建筑工程学院,辽宁阜新123000 [2]大连理工大学土木水利学院,辽宁大连116024

出　　处：《地震工程与工程振动》2008年第5期38-42,共5页Earthquake Engineering and Engineering Dynamics

基　　金：中国博士后科学基金资助项目(20080430181);辽宁省“百千万人才工程”优秀人才资助项目(2008921034)

摘　　要：四川汶川地震中大量砌体房屋倒塌,造成巨大人员伤亡。为研究和预防砌体结构震害,本文概述了多层砌体房屋的主要震害特点,研究了砌体结构地震倒塌分析方法、失效单元与结构倒塌等关键技术问题。利用动力有限元程序LS-DYNA模拟了砌体结构的倒塌过程。仿真计算的结果与真实倒塌过程吻合较好,说明通过合理选取计算参数和计算模型,可以对这种特殊的复杂破坏过程进行模拟分析和仿真。通过再现倒塌过程,发现了结构在强震作用下的薄弱环节,为提高砌体结构抗震性能研究、建立结构防倒塌机制提供了有力的技术支撑。A mass of buildings, especially the masonry buildings, collapsed during the Wenchuan Earthquake. It caused the death of nearly 70000 peaple. To research and prevent the damage to masonry structure, the authors overview the earthquake damage features of imulti-story masonry buildings, analyze the simulation of collapses of masonry structure due to earthquakes and research invalid elements and key technological problems in structural collapse for analyzing it. They use LS-DYNA software to simulate the collapse of masonry structure. Computer simulation result is similar to the real collapsing process. Selecting correct parameters and module, we can simulate and analyze this complex collapsing process. Through repeating the collapsing process, we can find the weak link in the structure under an earthquake. It not only develop earthquake resistacne of structures, but also provide a full technology support in building earthquake resistance systems.

关 键 词：砌体结构 倒塌过程 地震作用 仿真分析 

分 类 号：P315.915[天文地球—地震学]