节点文献
框架-剪力墙结构高层地震问题的数值分析
Numerical Analysis on Frame-shear Wall Structure High-rise Buildings under Earthquake
【摘要】 应用大型有限元ANSYS软件对框剪结构高层进行了地震响应和地震波瞬态分析,通过框剪结构高层在自振及地震波作用下的分析,得到了结构的位移与地震频率的关系,可为框剪结构高层的抗震设计提供参考价值.
【Abstract】 The seismic response and seismic wave transient analysis of frame-shear wall structure high-rise buildings are made,by using the finite element software ANSYS.Through the analysis on the frame-shear wall structure high-rise buildings under the vibration and seismic waves,the relationship between the displacement of the structure and the earthquake frequency is educed,which could provide reference for the aseismic design of frame-shear wall structure high-rise building.
【关键词】 框剪结构;
ANSYS;
谱响应分析;
瞬态分析;
【Key words】 frame-shear wall structure; ANSYS; spectral response analysis; transient analysis;
【Key words】 frame-shear wall structure; ANSYS; spectral response analysis; transient analysis;
- 【文献出处】 沈阳大学学报 ,Journal of Shenyang University , 编辑部邮箱 ,2011年06期
- 【分类号】TU398.2;TU352.1
- 【被引频次】4
- 【下载频次】110