Seismic damage investigation of arch dams under different water levels based on massively parallel computation-Reference-Cited by-同舟云学术

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Seismic damage investigation of arch dams under different water levels based on massively parallel computation

Published:2020-02 Issue: Volume:129 Page:105917
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Guo Shengshan,Liang Hui,Wu Shuai,Xiong Kun,Li Deyu,Chen Houqun,Zhang Aijing

Funder

National Key Research and Development program of China

National Natural Science Foundation of China

China Three Gorges Corporation research project

Publisher

Elsevier BV

Subject

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

Reference53 articles.

1. Failure modes approach to safety evaluation of dams;Ghanaat,2004

2. Determination of water level effects on the dynamic characteristics of a prototype arch dam model using ambient vibration testing;Sevim;Exp Tech,2012

3. Investigation of water length effects on the modal behavior of a prototype arch dam using operational and analytical modal analyses;Sevim;Struct Eng Mech,2011

4. Water length and height effects on the earthquake behavior of arch dam-reservoir-foundation systems;Sevim;KSCE J Civ Eng,2011

5. Effect of foundation models on seismic response of arch dams;Jin;Eng Struct,2019

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1. Dynamic damage evolution and energy characteristics of high arch dams under the action of near-field pulsed ground motions;Soil Dynamics and Earthquake Engineering;2024-11

2. Efficient GPU-accelerated seismic analysis strategy and scenario simulation for large-scale nuclear structure cluster-soil interaction over ten million DOFs;Computers and Geotechnics;2024-10

3. Analysis framework for the seismic performance of a concrete high-arch dam considering the incident direction and oblique incident angle of near-fault SV-waves;Soil Dynamics and Earthquake Engineering;2023-10

4. Evolution criteria of overall damage of concrete gravity dam body and foundation under near-fault ground motion;Structures;2022-09

5. Nonlinear Seismic Response of SV Wave Incident Angle and Direction to Concrete Gravity Dam;International Journal of Civil Engineering;2022-08-27

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