Usage of Nonlinear Static Analysis for Dual Systems
published by Aِl-Baath University
in 2016
in
and research's language is
العربية
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Abstract in English
This paper presents the results of analyzing 17 models with
nonlinear static analysis. The models are 5, 10 and 15-story framewall
structures with Re-entrant corners. The participations of frames
to resist the shear force range between 25% and 60%.
References used
FEMA 440, 2005 Improvement of Nonlinear Static Seismic Analysis Procedures, Federal Emergency Management Agency Washington, D.C. p 5-1 – 6-10
ASCE 41-13, 2013 Publication Anticipated Seismic Evaluation and Upgrade of Existing Buildings, American Society of Civil Engineers, Reston, Virginia
Gupta B, 1999 – Enhanced Pushover Procedure and Inelastic Demand Estimation for Performance-Based Seismic Evaluation of Buildings. Ph.D. Dissertation, University of Central Florida, Orlando, FL