Chapter
Apr 26, 2012
Influence of Hysteretic Deteriorations on Seismic Response of Multistory Steel Frame Buildings
Publication: Advanced Technology in Structural Engineering
Abstract
This paper presents a summary of two year long comprehensive parametric study of the impact of various deterioration characteristics on seismic response of moment resisting steel structures. More than 14,000 nonlinear analyses were performed utilizing more than 500 earthquake time histories. The results indicate that various hysteretic deterioration types affect seismic demand characteristics differently. Three types of hysteretic deterioration were considered: stiffness, slip or pinching, and strength degradations.
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Published In
Advanced Technology in Structural Engineering
Pages: 1 - 8
Copyright
© 2000 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Farzad Naeim, Ph.D.
S.E.
Director of Research and Development, John A. Martin & Associates, Inc., 1212 S. Flower Street, 4th Floor, Los Angeles, CA 90015
Konsantinos Skliros
Director of Research and Development, John A. Martin & Associates, Inc., 1212 S. Flower Street, 4th Floor, Los Angeles, CA 90015
Andrei M. Reinhorn
Director of Research and Development, John A. Martin & Associates, Inc., 1212 S. Flower Street, 4th Floor, Los Angeles, CA 90015
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.