The collapses of building structures during recent earthquakes have raised many questions
regarding the adequacy of current seismic provisions to prevent a partial or total collapse …

This research deals with the seismic reliability of non‐linear base‐isolated structures
equipped with Lateral Impact Resilient Double Concave Friction Pendulum (LIR‐DCFP) …

This paper discusses an analytical study that quantifies the expected earthquake‐induced
losses in typical office steel frame buildings designed with perimeter special moment frames …

This study proposes seismic reliability-based design relationships in terms of behavior
factors and displacement demands for softening and hardening structures equipped with …

This study aims at proposing seismic reliability‐based relationships between the behavior
factors and the displacement demand for nonlinear hardening and softening structures …

This paper summarizes collapse performance measures and the probabilistic basis for their
development to assist in understanding of collapse behaviour of buildings and …

A simplified methodology for predicting the median and dispersion of collapse capacity of
moment-resisting frame and shear wall structural systems subjected to seismic excitations is …

The collapse capacity of earthquake‐excited inelastic nondeteriorating SDOF systems,
which are vulnerable to the destabilizing effect of gravity loads (P‐delta effect), is evaluated …

The variance of collapse capacity is an important constituent of probabilistic methodologies
used to evaluate the probability of collapse of structures subjected to earthquake ground …

Accurate determination of the collapse moment of structures by nonlinear analyses is one of
the major challenges for engineers in the seismic design of buildings. Although, structural …