Research and Application of a Seismic Damage Classification Method of Concrete Gravity Dams Using Displacement in the Crest

Concrete gravity dams are one of the most common water retention structures, some of which are located in seismically active regions. Determination of damage level after earthquakes plays an important role in assessing the safety behavior of concrete dams. Compared with the traditional performance p...

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Main Authors: Xiang Lu, Liang Pei, Jiankang Chen, Zhenyu Wu, Chen Chen
Format: Article
Language:English
Published: MDPI AG 2020-06-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/10/12/4134
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author Xiang Lu
Liang Pei
Jiankang Chen
Zhenyu Wu
Chen Chen
author_facet Xiang Lu
Liang Pei
Jiankang Chen
Zhenyu Wu
Chen Chen
author_sort Xiang Lu
collection DOAJ
description Concrete gravity dams are one of the most common water retention structures, some of which are located in seismically active regions. Determination of damage level after earthquakes plays an important role in assessing the safety behavior of concrete dams. Compared with the traditional performance parameters obtained from numerical simulations, such as the damage coefficient, energy dissipation, failure modes, and stress state, etc., the displacement of dams can be acquired from daily monitoring data conveniently and quickly. It is of great significance for the rapid and effective evaluation of dam properties after earthquakes. The residual displacement in the concrete gravity dam crest was adopted as the performance parameter in the paper, and the linear mapping function between the residual displacement and the damage coefficient was established based on the concrete damaged plasticity model (CDP). Based on the traditional classification method with damage coefficient, a residual displacement-based seismic damage classification method with corresponding level limits was proposed. The seismic fragility analysis of Guandi concrete gravity dam was conducted as an example to illustrate the presented methodology. The results indicate that the proposed method is reasonable, effective, and can be easily applied to different projects after slight modifications.
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spelling doaj.art-76ff19e33a694837bc893db20b6bceec2023-11-20T03:59:42ZengMDPI AGApplied Sciences2076-34172020-06-011012413410.3390/app10124134Research and Application of a Seismic Damage Classification Method of Concrete Gravity Dams Using Displacement in the CrestXiang Lu0Liang Pei1Jiankang Chen2Zhenyu Wu3Chen Chen4State Key Laboratory of Hydraulics and Mountain River Engineering, College of Hydraulic and Hydroelectric Engineering, Sichuan University, Chengdu 610065, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, College of Hydraulic and Hydroelectric Engineering, Sichuan University, Chengdu 610065, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, College of Hydraulic and Hydroelectric Engineering, Sichuan University, Chengdu 610065, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, College of Hydraulic and Hydroelectric Engineering, Sichuan University, Chengdu 610065, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, College of Hydraulic and Hydroelectric Engineering, Sichuan University, Chengdu 610065, ChinaConcrete gravity dams are one of the most common water retention structures, some of which are located in seismically active regions. Determination of damage level after earthquakes plays an important role in assessing the safety behavior of concrete dams. Compared with the traditional performance parameters obtained from numerical simulations, such as the damage coefficient, energy dissipation, failure modes, and stress state, etc., the displacement of dams can be acquired from daily monitoring data conveniently and quickly. It is of great significance for the rapid and effective evaluation of dam properties after earthquakes. The residual displacement in the concrete gravity dam crest was adopted as the performance parameter in the paper, and the linear mapping function between the residual displacement and the damage coefficient was established based on the concrete damaged plasticity model (CDP). Based on the traditional classification method with damage coefficient, a residual displacement-based seismic damage classification method with corresponding level limits was proposed. The seismic fragility analysis of Guandi concrete gravity dam was conducted as an example to illustrate the presented methodology. The results indicate that the proposed method is reasonable, effective, and can be easily applied to different projects after slight modifications.https://www.mdpi.com/2076-3417/10/12/4134concrete gravity damseismic fragility analysisresidual displacementperformance parametersdamage classification
spellingShingle Xiang Lu
Liang Pei
Jiankang Chen
Zhenyu Wu
Chen Chen
Research and Application of a Seismic Damage Classification Method of Concrete Gravity Dams Using Displacement in the Crest
Applied Sciences
concrete gravity dam
seismic fragility analysis
residual displacement
performance parameters
damage classification
title Research and Application of a Seismic Damage Classification Method of Concrete Gravity Dams Using Displacement in the Crest
title_full Research and Application of a Seismic Damage Classification Method of Concrete Gravity Dams Using Displacement in the Crest
title_fullStr Research and Application of a Seismic Damage Classification Method of Concrete Gravity Dams Using Displacement in the Crest
title_full_unstemmed Research and Application of a Seismic Damage Classification Method of Concrete Gravity Dams Using Displacement in the Crest
title_short Research and Application of a Seismic Damage Classification Method of Concrete Gravity Dams Using Displacement in the Crest
title_sort research and application of a seismic damage classification method of concrete gravity dams using displacement in the crest
topic concrete gravity dam
seismic fragility analysis
residual displacement
performance parameters
damage classification
url https://www.mdpi.com/2076-3417/10/12/4134
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AT jiankangchen researchandapplicationofaseismicdamageclassificationmethodofconcretegravitydamsusingdisplacementinthecrest
AT zhenyuwu researchandapplicationofaseismicdamageclassificationmethodofconcretegravitydamsusingdisplacementinthecrest
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