CAJ | 학술논문

依靠ANSYS软件的辅佐运用FLAC岩土软件，对不同高度边坡进行了地震响应分析，抓住动力反应三量中的位移和加速度做重点研究，通过对位移和加速度模拟得到的时程曲线分析，得出地震波从底部传到坡顶需要一定的时间，提出目前动力反应三量放大系数等值线的不妥之处，探讨了建立同时刻的动力反应三量放大效应时程等值线的意义。
의고ANSYS연건적보좌운용FLAC암토연건，대불동고도변파진행료지진향응분석，조주동력반응삼량중적위이화가속도주중점연구，통과대위이화가속도모의득도적시정곡선분석，득출지진파종저부전도파정수요일정적시간，제출목전동력반응삼량방대계수등치선적불타지처，탐토료건립동시각적동력반응삼량방대효응시정등치선적의의。
Through applying FLAC geotechnical software with the auxiliary of ANSYS software, the paper carries out earthquake response analy- sis for the slope with various heights, and mainly studies the displacement and acceleration included in dynamic response. It obtains the time- history curve analysis by simulating the displacement and acceleration. And then, it concludes that there is certain time for seismic wave trans- mitting from the bottom to the top, and points out defects of three quantity amplification coefficient in current dynamic response, and finally ex- plores the meaning for three quantity amplification coefficient of dynamic response.