Simplified assessment of maximum interstory drift for RC buildings with irregular infills distribution along the height

M Gaetani d'Aragona, M Polese, E Cosenza… - Bulletin of Earthquake …, 2019 - Springer
This paper investigates on the effect of story lateral stiffness variation on the maximum
elastic interstory drift ratio (IDR max) for existing reinforced concrete (RC) buildings. Several …

A simple method for approximate estimation of the displacement response of base-isolated structures

S Yaghmaei-Sabegh, E Jafari, S Neekmanesh - Structures, 2022 - Elsevier
The present study is a new attempt to provide a simple method for approximate estimation of
the displacement response of base-isolated structures. For this purpose, first the accuracy of …

On the quantification of local deformation demands and adequacy of linear analysis procedures for the seismic assessment of existing steel buildings to EC8-3

M Araújo, JM Castro - Bulletin of Earthquake Engineering, 2016 - Springer
The application of performance-based design and assessment procedures requires an
accurate estimation of local component deformation demands. In the case of steel moment …

[PDF][PDF] A new practical equivalent linear model for estimating seismic hysteretic energy demand of bilinear systems

M Samimifar, A Massumi, AS Moghadam - Struct Eng Mech, 2019 - researchgate.net
Hysteretic energy is defined as energy dissipated through inelastic deformations during a
ground motion by the system. It includes frequency content and duration of ground motion as …

Deflection amplification factor for estimating seismic lateral deformations of RC frames

M Samimifar, AV Oskouei, FR Rofooei - Earthquake Engineering and …, 2015 - Springer
Different values have been assigned to the ratio of the deflection amplification factor (C d) to
the response modification factor (R) for a specified force-resisting system in the seismic …

Nonlinear response estimates of RC frames using linear analysis of SDOF systems

S Yaghmaei‐Sabegh, S Neekmanesh… - Earthquake …, 2014 - Wiley Online Library
An approximate‐simple method for nonlinear response estimates of reinforced concrete
frames subjected to near‐field and far‐field records is presented in this paper. The …

On estimation of seismic damage from ductility and hysteretic energy demands in equivalent oscillators using linear response

N Sen, VK Gupta - Engineering Structures, 2018 - Elsevier
Estimation of damage in a structure under anticipated seismic events is important for its
performance-based design. This can be done in terms of the ductility and hysteretic energy …

Benchmarking linear analysis procedures for reinforced concrete moment frames in ASCE 41

M Najarian, A Matamoros, A Montoya - Earthquake Spectra, 2023 - journals.sagepub.com
Although linear procedures are used more often than nonlinear procedures for the
comprehensive assessment of reinforced concrete (RC) buildings according to ASCE 41 …

Influence the A/V ratio of recorded ground motions on the response of RC frames structures

EA Elhout - Asian Journal of Civil Engineering, 2024 - Springer
In addition to the structure's properties, the ground motion during an earthquake additionally
influences how the building behaves and reacts. One of these factors is the frequency …

Proposal of an equivalent linearization method to predict seismic hysteretic energy demand considering stiffness degradation effects

M Samimifar, A Massumi… - The Structural Design of …, 2020 - Wiley Online Library
To overcome complexities and shortcomings of previous studies, a new method is proposed
to derive an equivalent linear model for predicting seismic hysteretic energy demand of …