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Rotations in the transient response of nonlinear shear beam, 2006

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Title	Rotations in the transient response of nonlinear shear beam, 2006
Title (alternate)	Civil Engineering Technical Report Series - Strong Motion Group Contributions CE 06-02
Type of alternate title	series
Description	We present analysis of linear and nonlinear strains (rotations and drifts) in a uniform shear beam subjected to a strong-motion pulse at its base. We describe the dependence of the computed strains on the amplitude and duration of the wave pulse and on the material properties of the shear beam. Our results should provide a useful elementary background that can serve to help further understanding of the advantages of the displacement-based design and of the power design method.
Subject (lcsh)	Earthquake engineering Structural dynamics Structural engineering Buildings -- Earthquake effects Earthquake hazard analysis
Author	Gicev, Vlado Trifunac, Mihailo D. (Mihailo Dimitrije)
Contributor	USC Viterbi School of Engineering
Publisher (of the digital version)	University of Southern California. Libraries
Date created	2006-11
Date issued	2006-11
Type	texts images
Format (aat)	technical reports
Format (imt)	application/pdf
Language	English
Legacy record ID	uscfac-m54
Part of collection	University of Southern California Faculty Research and Publications
Series	Civil Engineering Technical Report Series - Strong Motion Group Contributions
Rights	Earthquake Engineering – Strong Motion Research Group, Civil Engineering Department, Viterbi School of Engineering, University of Southern California, Los Angeles, CA 90089-2531; Tel. (213) 740-0603, fax (213) 744-1426; http://www.usc.edu/dept/civil_eng/Earthquake_eng/
Repository name	Libraries, University of Southern California
Repository address	University of Southern California Digital Library, USC Libraries, 3550 Trousdale Parkway, University Park Campus, Los Angeles, CA 90089-0185
Filename	uscfac-CE06-02
Archival file	uscfac_Volume6/uscfac-CE06-02.pdf

Title	Page 1
Full text	UNIVERSITY OF SOUTHERN CALIFORNIA Department of Civil Engineering ROTATIONS IN THE TRANSIENT RESPONSE OF NONLINEAR SHEAR BEAM by Vlado Gicev and Mihailo D. Trifunac Report CE 06-02 November, 2006 http://www.usc.edu/dept/civil_eng/Earthquake_emg/

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