Elastic and Inelastic Seismic Response of Buildings with Damping Systems-Reference-Cited by-同舟云学术

Elastic and Inelastic Seismic Response of Buildings with Damping Systems

Published:2002-08 Issue:3 Volume:18 Page:531-547
ISSN:8755-2930
Container-title:Earthquake Spectra
language:en
Short-container-title:Earthquake Spectra

Author:

Ramirez Oscar M.¹,Constantinou Michael C.²,Whittaker Andrew S.³,Kircher Charles A.⁴,Chrysostomou Christis Z.⁵

Affiliation:

1. Prof., Director, Centro Experimental de Ingenieria, Universidad Technologica de Panama, El Dorado Panama, Rep. de Panama

2. Prof. and Chmn., Dept. of Civ., Struct. and Envir. Engrg., Univ. at Buffalo, State Univ. of New York, Buffalo, NY 14260

3. Associate Prof., Dept. of Civ., Struct. and Envir. Engrg., Univ. at Buffalo, State Univ. of New York, Buffalo, NY 14260

4. Principal, C. A. Kircher and Associates, Palo Alto, CA 94303

5. Lecturer, Dept. of Civ. Engrg., Higher Technical Institute, 2152 Nicosia, Cyprus

Abstract

The effect of damping on the response of elastic and inelastic single-degree-of-freedom systems was studied by nonlinear response-history analysis using earthquake histories that matched on average a 2000 NEHRP spectrum on a stiff soil site for a region of high seismic risk. New displacement reduction factors for levels of damping greater than 5% of critical are presented. New equations to relate inelastic and elastic displacements in the short-period range, for levels of damping greater than 5% of critical, are presented. The technical basis for reducing the minimum design base shear in damped buildings by a maximum of 25%, from that required for the corresponding undamped building, is derived based on comparable levels of damage in both the damped and undamped buildings.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

Link

http://journals.sagepub.com/doi/pdf/10.1193/1.1509762

Reference24 articles.

1. Applied Technology Council (ATC), 1995.Structural Response Modification Factors, Report No. ATC 19, Redwood City, CA.

2. ATC, 1997.NEHRP Guidelines for the Seismic Rehabilitation of Buildings and NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings, Report Nos.FEMA 273and274, prepared for the Building Seismic Safety Council, published by the Federal Emergency Management Agency, Washington, DC.

3. Constantinou, M. C., Soong, T. T., and Dargush, G. F., 1998.Passive Energy Dissipation Systems for Structural Design and Retrofit, Monograph Series No. 1, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York at Buffalo, Buffalo, NY.

4. Building Seismic Safety Council (BSSC), 1995.NEHRP Recommended Provisions for the Seismic Regulations for New Buildings, 1994 Edition, Report No.FEMA 222A, developed for the Federal Emergency Management Agency, Washington, DC.

5. BSSC, 2001.NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 2000 Edition, Report Nos.FEMA 368and369, Federal Emergency Management Agency, Washington, DC.

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