Energy distribution in RC shear wall-frame structures subject to repeated earthquakes

HH Jamnani, JV Amiri, H Rajabnejad - Soil Dynamics and Earthquake …, 2018 - Elsevier
Repeated earthquakes are possible events in seismic zones. The aftershocks can grow so
large that they can be regarded as design-level earthquakes. These can affect the nonlinear …

Development of performance based plastic design of EBF steel structures subjected to forward directivity effect

A Rouhi, H Hamidi - International Journal of Steel Structures, 2021 - Springer
Performance-based plastic design (PBPD) is a method which considers the inelastic
behavior of a structure for the seismic design that follows a pattern in which a pre-selected …

Fling-step ground motions simulation using theoretical-based Green's function technique for structural analysis

H Hamidi, H Khosravi, R Soleimani - Soil Dynamics and Earthquake …, 2018 - Elsevier
The article aims to a. introduce a technique to generate long-period waveforms having fling-
step effect at near fault and b. study the effect of fling-step on the structural performance of …

[PDF][PDF] Effects of pulse-like nature of forward directivity ground motions on the seismic behavior of steel moment frames

I Mansouri, S Shahbazi, JW Hu, SA Moghaddam - Earthq. Struct, 2019 - researchgate.net
In the structures with high level of ductility, the earthquake energy dissipation in structural
components is an important factor that describes their seismic behavior. Since the …

Characterization of site location versus the causative fault in seismic demands of structures

S Monfaredi, H Hamidi, H Khosravi - Structures, 2022 - Elsevier
This paper aimed at investigating the effect of site location versus the causative fault on the
seismic demand of structures and addressing the related parameters from different aspects …

Inelastic seismic demand of steel-plate shear wall structures: emphasis on the PTD effect

SM Tahaii, H Hamidi, J Vaseghi Amiri - International Journal of Civil …, 2022 - Springer
This paper presents an analytical study to investigate the seismic demand of Steel-Plate
Shear Wall frames (SPSW) as a system for resisting lateral loads while subjected to the …

[HTML][HTML] Proposing an optimal integral-based intensity measure for seismic collapse capacity assessment of structures under pulse-like near-fault ground motions

M Yakhchalian, A Nicknam… - Journal of …, 2014 - extrica.com
Pulse-like near-fault ground motions, which are characterized by the presence of a velocity
pulse, can impose large demands in structures, and hence can potentially increase seismic …

[HTML][HTML] Applying b-value variation to seismic hazard analysis using closed-form joint probability distribution

A Nicknam, M Khanzadi, S Motaghed… - Journal of …, 2014 - extrica.com
Reliable use of b-value in log [N (M)]= a-bM is critical in seismicity comparisons, seismic
hazard analysis, prediction and comparative mechanism studies. Since earthquakes and the …

[HTML][HTML] Probable contribution of fling-step effect on the response spectra at near source site

A Nicknam, MA Barkhordari… - Journal of …, 2014 - extrica.com
Fling-step effect (static offset) besides forward directivity is one the major consequence of
near-fault earthquakes. This effect may impose unanticipated seismic demands on …

[HTML][HTML] Investigation of fling-step effect on the selected structures subjected to the simulated Fandoqa near source strong motion

A Nicknam, A Hosseini, H Hamidi Jamnani… - Journal of …, 2014 - extrica.com
This study is intended to investigate the contribution of fling step to seismic demands of the
selected structures. Due to the scarcity of real data recorded at the two sides of the causative …