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

作　　者：曾支明[1] 丛树民[1] 

机构地区：[1]沈阳大学建筑工程学院,辽宁沈阳110044

出　　处：《沈阳大学学报》2011年第6期118-120,124,共4页

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.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 

分 类 号：TU398.2[建筑科学—结构工程]