DocumentCode :
2573845
Title :
Research on Dynamic Sensitivity Response of Nonlinear Structures
Author :
Shen, Yanli ; Yang, Qingshan ; Xuan, Lingyan
Author_Institution :
Sch. of Civil Eng., Beijing Jiaotong Univ., Beijing, China
fYear :
2009
fDate :
2-3 May 2009
Firstpage :
253
Lastpage :
256
Abstract :
By using direct differentiation method, the algorithm for the dynamic sensitivity response of structures with Bouc-Wen restore force model was proposed; the step-by-step integration based on Newmark method was established, the convergence of this algorithm was observed and the step size of the algorithm was recommended . In the end, the displacement sensitivity responses of SDOF and 2 DOF systems with respect to parameters of Bouc-Wen model were observed. All of the works are important for further studies.
Keywords :
differentiation; structural engineering computing; Bouc-Wen restore force model; Newmark method; direct differentiation method; displacement sensitivity; dynamic sensitivity response; nonlinear structure; step-by-step integration; Civil engineering; Convergence; Deformable models; Distributed decision making; Educational institutions; Electronic mail; Equations; Heuristic algorithms; Hysteresis; Nonlinear dynamical systems; Bouc-Wen restore force model; Direct differentiation method; Sensitivity response; Step-by-step integration;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Engineering Computation, 2009. ICEC '09. International Conference on
Conference_Location :
Hong Kong
Print_ISBN :
978-0-7695-3655-2
Type :
conf
DOI :
10.1109/ICEC.2009.75
Filename :
5167139
Link To Document :
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