摘要
运用有限元软件Ansys,对三层框架结构在爆破震动作用下的动力响应进行了数值模拟,通过位移分析和速度分析验证了结构的爆破震动响应具有方向性,如垂直爆破震动作用下,垂直方向的结构震动响应起着控制作用,在对结构的分析中得出建筑最高层的位移和速度响应都是最大的。
By using Ansys finite element software, this paper made dynamic response numerical simulation to three floor frame structure under the action of blasting vibration, through the displacement analysis and velocity analysis validated the blasting vibration response of structure had direction, such as under vertical blasting vibration, the structure vibration response of vertical direction played a controlling role. The displace- ment and vdocity response gained in structural analysis of building top floor was the biggest.
出处
《山西建筑》
2012年第36期56-58,共3页
Shanxi Architecture
基金
国家自然科学基金重点基金(项目编号:50834004)
山东省自然科学基金(项目编号:ZR2011AL014)
关键词
爆破地震
框架结构
ANSYS数值模拟
结构动力响应
blasting earthquake, frame structure, Ansys numerical simulation, structure dynamic response