Simplified assessment of maximum interstory drift for RC buildings with irregular infills distribution along the height
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 …
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
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 …
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 …
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
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 …
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
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 …
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 …
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 …
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
Although linear procedures are used more often than nonlinear procedures for the
comprehensive assessment of reinforced concrete (RC) buildings according to ASCE 41 …
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 …
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 …
to derive an equivalent linear model for predicting seismic hysteretic energy demand of …