Dynamic Response of Frame Structures with Uncertain Physical Parameters
To aim at application of precise time integration method in earthquake response analysis of large-scale structures, a new method insist of expanded order system method and direct integration of state equation method is presented in this paper. The program was developed and used in analyzing the response of frame structures. The numerical results indicate that taking into account uncertain physical parameters influence response deeply, and the developed method has high precision and efficiency, and adapt to operation of engineering.
Frames Structures Stochastic Precise integration Dynamic Response
Qiang Zhang Mingji Fang
Architecture Engineering School, Shanghai Normal University, Shanghai 201418, China Insitute of Stru Architecture Engineering School, Shanghai Normal University, Shanghai 201418, China
国际会议
南京
英文
991-994
2007-10-16（万方平台首次上网日期，不代表论文的发表时间）