Title: A state-space approach for dynamic analysis of sliding structures
Authors: Wang, YP
Liao, WH
Lee, CL
土木工程學系
Department of Civil Engineering
Keywords: state-spaces;sliding systems;dynamic analysis
Issue Date: 1-Jul-2001
Abstract: This study presents a numerical algorithm based on a state-space approach for the dynamic analysis of sliding systems. According to the proposed scheme, the equations of motion for the base-isolated structure in both the stick and slip phases are integrated into a single set of equations by treating the friction force as a Lagrange multiplier. The Lagrange multiplier is determined, with additional conditions of equilibrium and kinematic compatibility at the sliding interfaces, via a simple matrix algebraic calculation within the framework of state-space formulations. The responses can thus be obtained recursively from the discrete-time state-space equation using a one-step correction procedure. In addition, the integration step size is maintained constant throughout the analysis. The effectiveness of the proposed scheme is confirmed through tramples of sliding systems, under conditions of either free vibration or harmonic excitations, for which analytical solutions are available. Additionally, the novel algorithm is compared with a corrective psuedo-force iterative procedure for seismic response analysis of a FPS-supported five-story building. The novel algorithm is more systematic and easy to implement than conventional approaches. Moreover, by simplifying the task, the proposed algorithm also enhances accuracy and efficiency. (C) 2001 Elsevier Science Ltd. All rights reserved.
URI: http://dx.doi.org/10.1016/S0141-0296(00)00096-1
http://hdl.handle.net/11536/29528
ISSN: 0141-0296
DOI: 10.1016/S0141-0296(00)00096-1
Journal: ENGINEERING STRUCTURES
Volume: 23
Issue: 7
Begin Page: 790
End Page: 801
Appears in Collections:Articles


Files in This Item:

  1. 000168300600005.pdf