Advanced Nonlinear Dynamic Analysis of Arch Dams considering Joints Effects
Influence of joints behavior on arch dams operation during the earthquakes is investigated. The case study is the Karun-1 double curvature arch dam with the height of 200 meters. The arch dam-foundation-reservoir systems are modeled with and without joints and estimate the effects of contraction and...
Main Authors: | , , |
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Format: | Article |
Language: | English |
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SAGE Publishing
2014-01-01
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Series: | Advances in Mechanical Engineering |
Online Access: | https://doi.org/10.1155/2014/587263 |
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author | Mohammad Amin Hesari Mohsen Ghaemian Abolfazl Shamsai |
author_facet | Mohammad Amin Hesari Mohsen Ghaemian Abolfazl Shamsai |
author_sort | Mohammad Amin Hesari |
collection | DOAJ |
description | Influence of joints behavior on arch dams operation during the earthquakes is investigated. The case study is the Karun-1 double curvature arch dam with the height of 200 meters. The arch dam-foundation-reservoir systems are modeled with and without joints and estimate the effects of contraction and lift joints on stresses and displacements response histories for assessing the earthquake performance. According to nolinear dynamical analysis results, inclusion of the contraction and lift joints considerably influenced the dam response. |
first_indexed | 2024-12-12T18:15:56Z |
format | Article |
id | doaj.art-79f4ff02eadb447a83285b91c535e2c8 |
institution | Directory Open Access Journal |
issn | 1687-8132 |
language | English |
last_indexed | 2024-12-12T18:15:56Z |
publishDate | 2014-01-01 |
publisher | SAGE Publishing |
record_format | Article |
series | Advances in Mechanical Engineering |
spelling | doaj.art-79f4ff02eadb447a83285b91c535e2c82022-12-22T00:16:16ZengSAGE PublishingAdvances in Mechanical Engineering1687-81322014-01-01610.1155/2014/58726310.1155_2014/587263Advanced Nonlinear Dynamic Analysis of Arch Dams considering Joints EffectsMohammad Amin Hesari0Mohsen Ghaemian1Abolfazl Shamsai2 Department of Technical and Engineering, Science and Research Branch, Islamic Azad University, Tehran 51547-94889, Iran Department of Civil Engineering, Sharif University of Technology, Tehran 51547-94889, Iran Department of Technical and Engineering, Science and Research Branch, Islamic Azad University, Tehran 51547-94889, IranInfluence of joints behavior on arch dams operation during the earthquakes is investigated. The case study is the Karun-1 double curvature arch dam with the height of 200 meters. The arch dam-foundation-reservoir systems are modeled with and without joints and estimate the effects of contraction and lift joints on stresses and displacements response histories for assessing the earthquake performance. According to nolinear dynamical analysis results, inclusion of the contraction and lift joints considerably influenced the dam response.https://doi.org/10.1155/2014/587263 |
spellingShingle | Mohammad Amin Hesari Mohsen Ghaemian Abolfazl Shamsai Advanced Nonlinear Dynamic Analysis of Arch Dams considering Joints Effects Advances in Mechanical Engineering |
title | Advanced Nonlinear Dynamic Analysis of Arch Dams considering Joints Effects |
title_full | Advanced Nonlinear Dynamic Analysis of Arch Dams considering Joints Effects |
title_fullStr | Advanced Nonlinear Dynamic Analysis of Arch Dams considering Joints Effects |
title_full_unstemmed | Advanced Nonlinear Dynamic Analysis of Arch Dams considering Joints Effects |
title_short | Advanced Nonlinear Dynamic Analysis of Arch Dams considering Joints Effects |
title_sort | advanced nonlinear dynamic analysis of arch dams considering joints effects |
url | https://doi.org/10.1155/2014/587263 |
work_keys_str_mv | AT mohammadaminhesari advancednonlineardynamicanalysisofarchdamsconsideringjointseffects AT mohsenghaemian advancednonlineardynamicanalysisofarchdamsconsideringjointseffects AT abolfazlshamsai advancednonlineardynamicanalysisofarchdamsconsideringjointseffects |