The simplified one-story asymmetric models cannot simulate the inelastic performance of
controlled irregular multi-story frame type buildings subjected to extreme dynamic loadings …

Seismically driven asymmetric structures are more vulnerable than their symmetric
counterparts because of the coupling of lateral and torsional vibration. Though the research …

This article deals with the seismic demand on limited ductile buildings featuring plan
asymmetry. When the yielding occurs in a structural wall positioned at the edge of the …

The goal of this research is to provide a new method for designing reinforced concrete wall
structures with a one‐way asymmetric plan. This presented method is called the modified …

This study aimed to propose a procedure for the approximate and very fast Incremental
Dynamic Analysis (IDA) and fragility assessment of plan-asymmetric structures using the …

This study aims to evaluate the torsional effects and soil–structure interaction simultaneously
under near-fault pulse-like earthquakes in a probabilistic framework. Incremental dynamic …

Earthquake investigations confirm that irregular structures suffer more damage than their
symmetric counterparts. The vibration mode of irregular structures is affected by the coupling …

This article presents a parametric study on the lateral-torsional coupling behaviour of the
simplified bidirectional asymmetric multi-storey dual lateral load-resisting model. The …

An innovative approximate method is presented to consider the plan asymmetry, nonlinear
structural behaviour and soil-structure interaction (SSI) effects simultaneously. The proposed …

As an alternative to the very time consuming Non-Linear Response History Analysis
(NLRHA) approach, this research aimed to employ the F2MPA (Flexibly-supported 2 DOF …