The purpose of this study is to investigate the efficiency of various structural modeling
schemes for evaluating seismic performances and fragility of the reactor containment …

Abstract Buildings with Reinforced Concrete (RC) walls are commonly used to resist lateral
forces in seismic countries because they provide high lateral stiffness and strength. In recent …

This study identifies efficient earthquake intensity measures (IMs) for seismic performances
and fragility evaluations of the reactor containment building (RCB) in the advanced power …

This paper uses computational simulation to investigate the lateral load‐displacement
behavior and failure modes of a modern 14‐story reinforced concrete (RC) core wall …

This paper introduces a new approach for the seismic performance evaluation of planar RC
walls. Compared to existing assessment guidelines, such as those in ASCE/SEI 41‐17 …

A three‐dimensional beam‐truss model for reinforced concrete (RC) walls developed by the
first two authors in a previous study is modified to better represent the flexure–shear …

This paper discusses the Truss Model proposed by Panagiotou et al.(ACI Struct J 109 (2):
205–214, 2012) for modeling reinforced concrete coupled structural walls. The model is …

Modern design codes and performance‐based earthquake engineering rely heavily on
computational tools to assess the seismic performance and collapse potential of structural …

The beam-truss model (BTM), developed for the nonlinear cyclic analysis of reinforced
concrete components including softening, is extended to compute the out-of-plane buckling …

This paper describes the nonlinear dynamic seismic response of a thirty-six-story reinforced
concrete U-shaped coupled core wall building using the Beam-Truss Model for the vertical …