Seismic Damage Assessment Of Concrete Dam Two Arch With Using Developed The Finite Element Method And Leave The Sticky Concrete Model (Case Study: Karun III)
In order to simulate the damage and damage of ductile concrete dams under natural hazards such as earthquakes, exact numerical methods are needed to apply the effects correctly and optimally. In other words, providing a nonlinear numerical model of a structure that can justify its behavior is very i...
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| Format: | Article |
| Language: | Persian |
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Assist. Prof. Dr. Roohollah Taherkhani
2016-08-01
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| Series: | مهندسی و مدیریت ساخت |
| Online Access: | https://www.jecm.ir/article_47832_b2d8e324888db33603409fd5c6fe63b5.pdf |
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| _version_ | 1839650864049946624 |
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| author | Sajjad Pirboudaghi Reza Tarinejad Mohammadtaghi Alami |
| author_facet | Sajjad Pirboudaghi Reza Tarinejad Mohammadtaghi Alami |
| author_sort | Sajjad Pirboudaghi |
| collection | DOAJ |
| description | In order to simulate the damage and damage of ductile concrete dams under natural hazards such as earthquakes, exact numerical methods are needed to apply the effects correctly and optimally. In other words, providing a nonlinear numerical model of a structure that can justify its behavior is very important. In this research, the evaluation of the damages of dam concrete concrete Karun III has been developed using finite element method and the concrete sintered cracking model is under strong seismic stimulation and compared with conventional finite element method. The results show that the behavior of a dam and aisly is very similar to the crack before cracking. But it will be different after the crack expansion. In general, bending increases the displacement of the dam and decreases the tension in the body, especially around the crack. Also, the pattern of total cracking of the body of the dam during the earthquake is explored and can be investigated in order to strengthen its weaknesses. |
| format | Article |
| id | doaj-art-3aa72a8ffa314c558fa3d16fbd91d37a |
| institution | Matheson Library |
| issn | 2538-1903 2538-2578 |
| language | fas |
| publishDate | 2016-08-01 |
| publisher | Assist. Prof. Dr. Roohollah Taherkhani |
| record_format | Article |
| series | مهندسی و مدیریت ساخت |
| spelling | doaj-art-3aa72a8ffa314c558fa3d16fbd91d37a2025-06-26T16:47:12ZfasAssist. Prof. Dr. Roohollah Taherkhaniمهندسی و مدیریت ساخت2538-19032538-25782016-08-0112151947832Seismic Damage Assessment Of Concrete Dam Two Arch With Using Developed The Finite Element Method And Leave The Sticky Concrete Model (Case Study: Karun III)Sajjad Pirboudaghi0Reza Tarinejad1Mohammadtaghi Alami2P.HD. Student, Department of Civil Engineering, Tabriz University, Iranprofessor, Faculty of Civil and Environmental Engineering, Tabriz University, Iranprofessor, Faculty of Civil and Environmental Engineering, Tabriz University, IranIn order to simulate the damage and damage of ductile concrete dams under natural hazards such as earthquakes, exact numerical methods are needed to apply the effects correctly and optimally. In other words, providing a nonlinear numerical model of a structure that can justify its behavior is very important. In this research, the evaluation of the damages of dam concrete concrete Karun III has been developed using finite element method and the concrete sintered cracking model is under strong seismic stimulation and compared with conventional finite element method. The results show that the behavior of a dam and aisly is very similar to the crack before cracking. But it will be different after the crack expansion. In general, bending increases the displacement of the dam and decreases the tension in the body, especially around the crack. Also, the pattern of total cracking of the body of the dam during the earthquake is explored and can be investigated in order to strengthen its weaknesses.https://www.jecm.ir/article_47832_b2d8e324888db33603409fd5c6fe63b5.pdf |
| spellingShingle | Sajjad Pirboudaghi Reza Tarinejad Mohammadtaghi Alami Seismic Damage Assessment Of Concrete Dam Two Arch With Using Developed The Finite Element Method And Leave The Sticky Concrete Model (Case Study: Karun III) مهندسی و مدیریت ساخت |
| title | Seismic Damage Assessment Of Concrete Dam Two Arch With Using Developed The Finite Element Method And Leave The Sticky Concrete Model (Case Study: Karun III) |
| title_full | Seismic Damage Assessment Of Concrete Dam Two Arch With Using Developed The Finite Element Method And Leave The Sticky Concrete Model (Case Study: Karun III) |
| title_fullStr | Seismic Damage Assessment Of Concrete Dam Two Arch With Using Developed The Finite Element Method And Leave The Sticky Concrete Model (Case Study: Karun III) |
| title_full_unstemmed | Seismic Damage Assessment Of Concrete Dam Two Arch With Using Developed The Finite Element Method And Leave The Sticky Concrete Model (Case Study: Karun III) |
| title_short | Seismic Damage Assessment Of Concrete Dam Two Arch With Using Developed The Finite Element Method And Leave The Sticky Concrete Model (Case Study: Karun III) |
| title_sort | seismic damage assessment of concrete dam two arch with using developed the finite element method and leave the sticky concrete model case study karun iii |
| url | https://www.jecm.ir/article_47832_b2d8e324888db33603409fd5c6fe63b5.pdf |
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