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Title:Dynamic Stability of Damage-Prone Inelastic Structural Systems
Author(s):Williamson, E.B.; Hjelmstad, K.D.
Subject(s):Deformation
Inelastic deformation
Earthquakes
Abstract:The behavior of a simple mechanical system, experiencing large deformations and inelastic material response with damage. is presented. Because the differential equations that describe the motion are highly nonlinear and coupled for the multi-degree-of-freedom system, a numerical procedure was employed to determine the response. While most engineering approaches to the design of such systems utilize a static approach, results from this research indicate that static analyses cannot effectively predict the behavior of a dynamic, damage-prone system. Most importantly, the rate of damage accumulation will have the greatest impact on the stability properties of the system. In fact, for certain load cases, a system that accrues more damage may be less prone to instability than a system that suffers little damage. For this research, it was assumed that damage caused a reduction in the stiffness such that the structure experienced cyclic softening with increased cycles of loading. Application of the results to seismic-resistant design was considered.
Issue Date:1996-05
Publisher:University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign.
Series/Report:Civil Engineering Studies SRS-609
Genre:Technical Report
Type:Text
Language:English
URI:http://hdl.handle.net/2142/14231
Sponsor:National Science Foundation Grant CES 86-58019
Date Available in IDEALS:2009-11-13


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