ASCE/SEI 41 assessment of reinforced concrete buildings: Benchmarking nonlinear dynamic procedures with empirical damage observations
ASCE/SEI 41 is the consensus US standard for the seismic evaluation and retrofit of existing
buildings. Although the performance-based engineering standard is based on decades of …
buildings. Although the performance-based engineering standard is based on decades of …
Non-linear modeling parameters for new construction RC columns
Modeling parameters (MP) of reinforced concrete columns are a critical component of
performance-based seismic assessment methodologies because in these approaches …
performance-based seismic assessment methodologies because in these approaches …
Quantitative assessment of nonlinear macro-models for global behavior and design of planar RC walls
Abstract Performance-Based Seismic Design (PBSD) procedures require adequate
estimation of the global cyclic force–displacement (FD) behaviors of the primary lateral load …
estimation of the global cyclic force–displacement (FD) behaviors of the primary lateral load …
Evaluating the effects of loading protocol on the strength and deformation capacity of Flexure-Shear critical concrete columns
Columns are considered critical elements with respect to the stability of buildings during
earthquakes. Concrete columns with light confinement can sustain shear and axial load …
earthquakes. Concrete columns with light confinement can sustain shear and axial load …
Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings
D D'Angela, G Magliulo, F Celano… - Bulletin of Earthquake …, 2021 - Springer
The paper investigates both local and global capacity criteria for collapse assessment of RC
frame buildings. Both literature and regulations criteria are considered, also including the …
frame buildings. Both literature and regulations criteria are considered, also including the …
An empirical approach for nonlinear modelling and deformation capacity assessment of RC columns with plain bars
GM Verderame, P Ricci - Engineering Structures, 2018 - Elsevier
This study proposes an empirical-based approach for the nonlinear modelling and
deformation capacity assessment of flexure-controlled Reinforced Concrete (RC) columns …
deformation capacity assessment of flexure-controlled Reinforced Concrete (RC) columns …
RINTC-e: Towards seismic risk assessment of existing residential reinforced concrete buildings in Italy
P Ricci, V Manfredi, F Noto, M Terrenzi… - COMPDYN …, 2019 - iris.uniroma1.it
The RINTC research project (RINTC Workgroup, 2018), financed by the Italian Department
of Civil Protection, is aimed at evaluating the seismic risk of buildings conforming to the …
of Civil Protection, is aimed at evaluating the seismic risk of buildings conforming to the …
Uniaxial model for simulating the cyclic behavior of reinforced concrete members
R Ghorbani, A Suselo, S Gendy… - Earthquake …, 2022 - Wiley Online Library
A new computational model is proposed within the lumped‐plasticity framework to simulate
the lateral load‐deformation response of reinforced concrete members up to complete loss …
the lateral load‐deformation response of reinforced concrete members up to complete loss …
Identifying buildings with high collapse risk based on samos earthquake damage inventory in İzmir
Samos Earthquake caused the collapse of about fifty buildings in İzmir city center, resulting
in over 120 fatalities. The response spectra of the ground motions at the soft soil sites in …
in over 120 fatalities. The response spectra of the ground motions at the soft soil sites in …
Model parameter prediction of lumped plasticity model for nonlinear simulation of circular reinforced concrete columns
This paper presents the model parameter estimation of a lumped plasticity model to
realistically simulate the nonlinear load-deformation response of circular reinforced concrete …
realistically simulate the nonlinear load-deformation response of circular reinforced concrete …