Evaluation of NSP to Estimate Seismic Deformation: SDF Systems
- 1 April 2000
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Structural Engineering
- Vol. 126 (4) , 482-490
- https://doi.org/10.1061/(asce)0733-9445(2000)126:4(482)
Abstract
Investigated in this paper is the approximation in the ATC-40 nonlinear static procedure (NSP) that the earthquake-induced deformation of an inelastic single-degree-of-freedom (SDF) system can be estimated by an iterative method requiring analysis of a sequence of equivalent linear systems. Several deficiencies in the ATC-40 Procedure A are demonstrated. This iterative procedure did not converge for some of the systems analyzed. It converged in many cases, but to a deformation much different than dynamic (nonlinear response history or inelastic design spectrum) analysis of the inelastic system. The ATC-40 Procedure B always gives a unique value of deformation, same as that determined by Procedure A if it converged. These approximate procedures underestimate significantly the deformation for a wide range of periods and ductility factors with errors approaching 50%, implying that the estimated deformation is about half the “exact” value. Surprisingly, the ATC-40 procedures are deficient relative to even the...Keywords
This publication has 3 references indexed in Scilit:
- Consistent inelastic design spectra: Strength and displacementEarthquake Engineering & Structural Dynamics, 1994
- Estimating Earthquake Response of Simple Hysteretic StructuresJournal of the Engineering Mechanics Division, 1979
- Equivalent Viscous Damping for Yielding StructuresJournal of the Engineering Mechanics Division, 1968