The effects of ground motion duration and pinching-degrading behavior on seismic response of SDOF systems

M Molazadeh, H Saffari - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
This study tries to highlight the importance of considering the influence of pinching-
degrading in cyclic behavior to show the destructive effects of the duration on ductility (µ m) …

Seismic response of concrete gravity dams under near field and far field ground motions

S Gorai, D Maity - Engineering Structures, 2019 - Elsevier
Near field ground motions trigger higher damage to the structures due to the presence of
distinct velocity pulses which are absent in far field ground motions. The present study deals …

Damage demand assessment of mainshock-damaged concrete gravity dams subjected to aftershocks

G Wang, Y Wang, W Lu, P Yan, W Zhou… - Soil Dynamics and …, 2017 - Elsevier
In China, the current seismic codes specify a single earthquake event as the design seismic
load for concrete gravity dams. However, a large mainshock usually triggers numerous …

Seismic fragility analysis of the Koyna gravity dam with layered rock foundation considering tensile crack failure

AR Tidke, S Adhikary - Engineering Failure Analysis, 2021 - Elsevier
In the present investigation, the seismic fragility analysis of the Koyna dam-reservoir-layered
rock foundation system is performed, considering foundation flexibility. For material non …

A general definition of integrated strong motion duration and its effect on seismic demands of concrete gravity dams

G Wang, Y Wang, W Lu, P Yan, W Zhou, M Chen - Engineering Structures, 2016 - Elsevier
Various duration definitions have been proposed to describe the effective strong motion
duration based on a single component of ground motions. However, multi-component …

On the seismic performance evaluation of dam-foundation-reservoir system for the effect of frequency content and foundation flexibility

AR Tidke, S Adhikary, EN Farsangi - Ocean Engineering, 2022 - Elsevier
The present paper investigates the effect of earthquake frequency content and foundation
flexibility on the performance of the Koyna dam-foundation-reservoir system. Ground …

Ground motion parameters and damage correlation in plan irregular L-shape steel structure with BRB

SJ Vaziri, H Rajabnejad, A Soleymani - Soil Dynamics and Earthquake …, 2024 - Elsevier
Irregularly designed structures frequently experience greater damage compared to regular
buildings as a result of elevated torsional reactions and stress concentration, as indicated by …

Optimal intensity measure selection and probabilistic seismic demand models for dam-reservoir-layered foundation system

AR Tidke, S Adhikary - Structures, 2022 - Elsevier
This study evaluates the optimal intensity measures (IMs) for the seismic fragility analysis of
dam-reservoir-layered foundation (DRLF) system. Probabilistic seismic demand models …

Influence of strong motion duration on the seismic performance of high CFRDs based on elastoplastic analysis

B Xu, X Wang, R Pang, Y Zhou - Soil Dynamics and Earthquake …, 2018 - Elsevier
Amplitude, frequency content and duration are the three main features of earthquake ground
motions. The first two features have been fully considered in the seismic design of high …

Integrated duration effects on seismic performance of concrete gravity dams using linear and nonlinear evaluation methods

G Wang, Y Wang, W Zhou, C Zhou - Soil dynamics and earthquake …, 2015 - Elsevier
For the assessment of seismic performance of concrete gravity dams, ground motions with
horizontal and vertical components are usually selected as seismic excitations. Although …