This paper employs computational simulation to investigate the seismic performance of a
prototype 14-story building with core-walls, located in Downtown Los Angeles and designed …

This paper employs computational simulation to investigate the seismic performance of a
prototype 14-story building with core-walls, located in Downtown Los Angeles and designed …

This paper presents an accurate, simple and computationally efficient method called the
beam-truss model (BTM), for the computational seismic performance assessment and …

ABSTRACT A novel finite element modeling approach for nonlinear analysis of reinforced
concrete (RC) structural walls is developed and implemented in OpenSees, which is an …

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 uses nonlinear static and dynamic analyses to investigate the seismic
performance of a modern 14-story, reinforced concrete core-wall building hypothetically …

Robust numerical predictions of the response of concrete shear walls to in-plane earthquake
demands are important for the performance evaluation of structures that rely on such …

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 presents a method to evaluate the seismic performance of RC walls, based on
the local (material) response obtained from computational simulation. The latter relies on a …

This paper presents a detailed evaluation of the functional recovery of an archetype 42-story
reinforced concrete core wall building located in Los Angeles using a newly developed, fully …