地震工程与工程振动（英文版）
地震工程與工程振動（英文版）
지진공정여공정진동（영문판）
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION
2009年
2期
287-299
,共13页
3D temporal characteristics analyses%Wenchuan earthquake%RC frame structure%aftershock
In this paper, analytical results from 3D temporal characteristics of the responses of an RC frame building subjected to both a large aftershock and the main shock of Wenchuan Ms 8.0 earthquake are presented. The ground motion records from the main shock were obtained from three nearby stations. The acceleration records were analyzed in terms of instantaneous tangential acceleration aT, normal acceleration aN, Euclidean norm of acceleration vector |a|, velocity vector |v|,displacement vector |d|, temporal curvature k, kt, and temporal torsion y and yt. Results of the kinematic relationship between the above factors and some additional in depth information obtained from extensive analyses are provided and discussed.
