This study presents an evaluation of inelastic displacement ratios for degraded structures
considering soil-structure interaction (SSI). In this regard, a wide variety of effective …

Period lengthening, exhibited by structures when subjected to strong ground motions,
constitutes an implicit proxy of structural inelasticity and associated damage. However, the …

Previous studies on the inelastic displacement ratio mainly focused on the structures with
conventional hysteretic models. For the self-centering structure, a flag-shaped (FS) …

Vertical seismic excitations (VSEs) could induce severe damage to building structures and
infrastructural facilities, especially to those with large-spans or long cantilevers. Thus, there …

This paper presents a parametric study to evaluate the effects of soil-structure interaction
(SSI) on the constant-strength inelastic displacement ratios (CR) of self-centering single …

This study considers the effect of soil-structure interaction (SSI) on the inelastic displacement
ratio (IDR) of structures and presents predictive equations for estimating IDR due to the …

Prediction of displacement demand to assess seismic performance of structures is a
necessary step where nonlinear static procedures are followed. While such predictions have …

This paper presents the effect of soil-structure interaction on seismic inelastic displacement
ratios of Single Degree of Freedom (SDOF) systems. Existing methods used in the past …

This paper addresses the concept of lateral overstrength; the ratio of actual lateral strength
to design base shear force, for both SDOF and MDOF systems considering soil structure …

In this study, inelastic displacement ratios are investigated for existing systems with known
lateral strength considering soil structure interaction. For this purpose, SDOF systems for …