Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/941
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Type: Journal article
Title: Towards a direct collapse-load method of design for concrete frames subjected to severe ground motions
Author: Griffith, M.
Kawano, A.
Warner, R.
Citation: Earthquake Engineering and Structural Dynamics, 2002; 31(10):1879-1888
Publisher: John Wiley & Sons Ltd
Issue Date: 2002
ISSN: 0098-8847
1096-9845
Statement of
Responsibility: 
M. C. Griffith, A. Kawano, R. F. Warner
Abstract: Most current methods of design for concrete structures under earthquake loads rely on highly idealized 'equivalent' static representations of the seismic loads and linear-elastic methods of structural analysis. With the continuing development of non-linear methods of dynamic analysis for the overload behaviour and collapse of complete concrete structures, a more direct and more accurate design procedure becomes possible which considers conditions at system collapse. This paper describes an evaluation procedure that uses non-linear dynamic collapse-load analysis together with global safety coefficients. A back-calibration procedure for evaluating the global safety coefficients is also described. The aim of this paper is to open up discussion of alternative methods of design with improved accuracy which are necessary to move towards a direct collapse-load method of design. Copyright © 2002 John Wiley and Sons, Ltd.
Keywords: reinforced concrete
structural frames
earthquake ground motion
overload behaviour
non-linear analysis
collapse-load design
Description: Published in Earthquake Engineering and Structural Dynamics, 31 (10) 2002:1879-1888, at www.interscience.wiley.com
DOI: 10.1002/eqe.182
Published version: http://www3.interscience.wiley.com/cgi-bin/abstract/96515543/ABSTRACT
Appears in Collections:Aurora harvest
Civil and Environmental Engineering publications

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