Experimental study on elastic-plastic seismic response analysis of concrete gravity dam with strain rate effect

Author:

Hai-tao Wang,Jiayu Shen,Feng Wu,Zhiqiang An,Tianyun Liu

Funder

National Natural Science Foundation of China

Program for Liaoning Excellent Talents in University

BaiQianWan Talents Program

Dalian Innovation Supporting Plan for Advanced Talents

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference12 articles.

1. Earthquake damage estimation of concrete gravity dams using linear analysis and empirical failure criteria;Alembagheri;Soil Dyn Earthq Eng,2016

2. Seismic plastic–damage analysis of mass concrete blocks in arch dams including contraction and peripheral joints;Omidi;Soil Dyn Earthq Eng,2017

3. Review of studies on hydrodynamic pressure and its effect on seismic response of dams;Xiu-li;J Hydraul Eng,2001

4. Response of concrete gravity dam by damage model under seismic excitation;Oudni;Eng Fail Anal,2015

5. Simulation method of dynamic characteristics of concrete gravity dam;Yan;Yellow River,2010

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1. Seismic Performance Evaluation of Concrete Gravity Dams Subjected to Mainshock and Aftershocks;Journal of Vibration Engineering & Technologies;2024-06-26

2. Seismic Assessment of Concrete Dams, Considering Anisotropy Caused by Lift Joints;International Journal of Engineering;2024

3. An Analysis Framework of Stability for the Concrete Gravity Dam in Landfill;2022 8th International Conference on Hydraulic and Civil Engineering: Deep Space Intelligent Development and Utilization Forum (ICHCE);2022-11-25

4. Mathematical modelling, numerical analysis and damage of dams subjected to hydrodynamic pressure;Ocean Engineering;2022-06

5. The role of seismic hazard modeling on the simplified structural assessment of an existing concrete gravity dam;Structures;2021-12

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