A scenario-consistent correction framework for incremental dynamic analysis of gravity dams considering spectrum–duration evolution

Calayir "Seismic fracture analysis of concrete gravity dams including dam–reservoir interaction" Comput Struct (2005) 10.1016/j.compstruc.2005.02.003

[2]

Hariri-Ardebili "Seismic fragility analysis of concrete dams: a state-of-the-art review" Eng Struct (2016) 10.1016/j.engstruct.2016.09.034

[3]

Ashna "Fragility analysis of a concrete gravity dam under mainshock-aftershock sequences" Structures (2024) 10.1016/j.istruc.2024.106117

[4]

Akköse "Non-linear seismic response of concrete gravity dams to near-fault ground motions including dam-water-sediment-foundation interaction" Appl Math Model (2010) 10.1016/j.apm.2010.03.019

[5]

Ansari "Categorization of damage index of concrete gravity dam for the health monitoring after earthquake" J Earthq Eng (2016) 10.1080/13632469.2016.1138167

[6]

K "Effect of foundation flexibility on the seismic damage of concrete gravity dams in aftershocks" Structures (2025)

[7]

Su "Seismic response of gravity dams suffering spectrum-matched ground motions with different pulse characteristics" Structures (2024) 10.1016/j.istruc.2024.107302

[8]

(2015)

[9]

(2016)

[10]

(2014)

[11]

"Engineering guidelines for the evaluation of hydropower projects" Feder Energy Regulat Commiss (2021)

[12]

Han "Duration effect of spectrally matched ground motion records on collapse resistance capacity evaluation of rc frame structures" Struct Des Tall Spec (2017)

[13]

Molazadeh "The effects of ground motion duration and pinching-degrading behavior on seismic response of sdof systems" Soil Dyn Earthq Eng (2018) 10.1016/j.soildyn.2018.06.032

[14]

Bommer "The influence of strong-motion duration on the seismic response of masonry structures" Bull Earthq Eng (2004) 10.1023/b:beee.0000038948.95616.bf

[15]

Sun "Influence of ground motion duration on inelastic seismic response of subway stations in soft soils" Soil Dyn Earthq Eng (2024) 10.1016/j.soildyn.2024.108724

[16]

Han "Evaluation of the duration effect on the seismic fragility of subway stations considering different damage state thresholds" Tunn Undergr Space Technol (2025) 10.1016/j.tust.2025.106485

[17]

Pang "Stochastic mainshock–aftershock simulation and its applications in dynamic reliability of structural systems via DPIM" J Eng Mech (2023) 10.1061/(asce)em.1943-7889.0002176

[18]

Zhu "High-efficiency simulation method for nonstationary and Non-Gaussian stochastic ground motion" J Eng Mech (2026) 10.1061/jenmdt.emeng-8404

[19]

Wang "Correlation between strong motion durations and damage measures of concrete gravity dams" Soil Dyn Earthq Eng (2015) 10.1016/j.soildyn.2014.11.001

[20]

Wang "Influence of ground motion duration on responses of concrete gravity dams" J Earthqu Eng (2020) 10.1080/13632469.2018.1453422

[21]

Xu "Influence of strong motion duration on the seismic performance of high cfrds based on elastoplastic analysis" Soil Dyn Earthq Eng (2018) 10.1016/j.soildyn.2018.08.004

[22]

Bradley "Empirical correlations between cumulative absolute velocity and amplitude-based ground motion intensity measures" Earthq Spectra (2012) 10.1193/1.3675580

[23]

Baker "Intensity measure correlations observed in the nga-west2 database, and dependence of correlations on rupture and site parameters" Earthq Spectra (2017) 10.1193/060716eqs095m

[24]

Shoji "A study on the duration and amplitude characteristics of earthquake ground motions" Soil Dyn Earthq Eng (2005) 10.1016/j.soildyn.2004.11.033

[25]

Characteristics of amplitude and duration for near fault strong ground motion from the 1999 Chi-Chi, Taiwan Earthquake

G.-Q Wang, X.-Y Zhou, P.-Z Zhang et al.

Soil Dynamics and Earthquake Engineering 2002 10.1016/s0267-7261(01)00047-1

[26]

Mashayekhi "Incorporation of strong motion duration in incremental-based seismic assessments" Eng Struct (2020) 10.1016/j.engstruct.2020.111144

[27]

Bradley "Correlation of arias intensity with amplitude, duration and cumulative intensity measures" Soil Dyn Earthq Eng (2015) 10.1016/j.soildyn.2015.07.009

[28]

Wang "Empirical correlations between cumulative absolute velocity and spectral accelerations from nga ground motion database" Soil Dyn Earthq Eng (2012) 10.1016/j.soildyn.2012.07.029

[29]

Vamvatsikos "Incremental dynamic analysis" Earthq Eng Struct Dyn (2002) 10.1002/eqe.141

[30]

Baker "A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon" Earthq Eng Struct Dyn (2005) 10.1002/eqe.474

[31]

Lin "Conditional spectrum-based ground motion selection. Part i: hazard consistency for risk-based assessments" Earthq Eng Struct Dyn (2013) 10.1002/eqe.2301

[32]

Luco "Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses?" Earthq Eng Struct Dyn (2007) 10.1002/eqe.695

[33]

Dávalos "Evaluation of bias on the probability of collapse from amplitude scaling using spectral‐shape‐matched records" Earthq Eng Struct Dyn (2019) 10.1002/eqe.3172

[34]

Liang "Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra" Eng Struct (2023) 10.1016/j.engstruct.2023.116169

[35]

Tsalouchidis "Amplitude scaling of ground motions as a potential source of bias: large‐scale investigations on structural drifts" Earthq Eng Struct Dyn (2022) 10.1002/eqe.3707

[36]

Liang "Research on an improved dynamic analysis method for performance-based probabilistic hazard analysis of structural demand parameters in high arch dams" Soil Dyn Earthq Eng (2025) 10.1016/j.soildyn.2024.109189

[37]

Boore "Nga-west2 equations for predicting pga, pgv, and 5% damped psa for shallow crustal earthquakes" Earthq Spectra (2014) 10.1193/070113eqs184m

[38]

Afshari "Physically parameterized prediction equations for significant duration in active crustal regions" Earthq Spectra (2016) 10.1193/063015eqs106m

[39]

Arias "A measure of earthquake intensity" (1970)

[40]

Gasparini (1976)

[41]

Rodolfo "Simulation of artificial earthquakes" Earthq Eng Struct Dyn (1973) 10.1002/eqe.4290020305

[42]

Zhao "Quantitative assessment of the concrete gravity dam damage under earthquake excitation using electro-mechanical impedance measurements" Eng Struct (2019) 10.1016/j.engstruct.2019.04.061

[43]

Liang "Correlation study between seismic intensity measures and nonlinear response of arch dam via endurance time analysis" KSCE J Civ Eng (2021) 10.1007/s12205-020-0548-6

[44]

Kuhlemeyer "Finite element method accuracy for wave propagation problems" J Soil Mech Found Div (1973) 10.1061/jsfeaq.0001885

[45]

Lubliner "A plastic-damage model for concrete" Int J Solid Struct (1989) 10.1016/0020-7683(89)90050-4

[46]

Plastic-Damage Model for Cyclic Loading of Concrete Structures

Jeeho Lee, Gregory L. Fenves

Journal of Engineering Mechanics 1998 10.1061/(asce)0733-9399(1998)124:8(892)

[47]

Simulia (2011)

[48]

Westergaard (1933)

[49]

Kuo (1982)

[50]

(2018)

Showing 50 of 53 references

Metrics

0

Citations

53

References

Details

Published: Aug 01, 2026
Vol/Issue: 207
Pages: 110300
License: View

Authors

Nanchang University

Funding

National Natural Science Foundation of China Award: 52309160

Cite This Article

Chao Liang, Jing Li, Cao Xiangyu, et al. (2026). A scenario-consistent correction framework for incremental dynamic analysis of gravity dams considering spectrum–duration evolution. Soil Dynamics and Earthquake Engineering, 207, 110300. https://doi.org/10.1016/j.soildyn.2026.110300

A scenario-consistent correction framework for incremental dynamic analysis of gravity dams considering spectrum–duration evolution

You May Also Like