SEISMIC RESPONSE ANALYSIS OF A HIGH-RISE SHEAR WALL STRUCTURE
This paper studies the seismic performance of high-rise structures under earthquake action.The finite el-ement model of a 15-story high-rise shear wall structure is established by ABAQUS software,and the modal analy-sis and dynamic time are conducted.By inputting three seismic waves with rare intensity levels of 8 degrees,the seis-mic dynamic response of the structure under the influence of a large earthquake is determined,and the maximum in-ter story displacement angle is within the specification limit,which not only meets the seismic fortification require-ments of not collapsing during a large earthquake,but also determines the reliability of the structure.
high-rise structureABAQUS modal analysisdynamic time history analysisseismic response
NETL
NSTL
万方数据
