Correlation of Site Characteristic Period with Predominant Period of Ground Acceleration by a Simplified Model
Site characteristic period is an important index in seismic zonantion and seismic resistance design.The characteristics of the ground motions are conceptually related with site characteristics.A simplified single-layer model is used for simulating horizontal strata under seismic loading to calibrate the correlation of site characteristic period with the predominant period of ground motion.The analytical results show that the inputted motions were amplified considerably by the site typically for the period components which were close to the site characteristic periods; with the shear wave velocity of the soil layer decreases with respect to the initial shear wave velocity,the predominant period of ground motion increases; the site characteristic periods are consistent with the predominant periods of the ground motion.
site characteristic period predominant period model ground motion
Longwei Chen Weiming Wang Rui Sun
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, CEA, 29 Xuefu Road, Harbin 150080, China
国际会议
郑州
英文
864-867
2012-09-22(万方平台首次上网日期,不代表论文的发表时间)