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Title

Investigation of Nonlinear Behavior of Concrete on Seismic Performance of an Arch Dam Using Finite Element Method

Year: 1395
COI: JR_CEJ-2-6_006
Language: EnglishView: 482
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Authors

Mortaza Ali Ghorbani - aInstructor of Civil Engineering,Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, Iran
Majid Pasbani Khiavi - bAssistant Professor of Civil Engineering, Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, Iran
Parya Ahmadi - cM. Sc. Student of Hydraulic Structures Engineeing, Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, Iran

Abstract:

In this paper the effect of nonlinear behaviour of concrete is investigated on seismic performance of a double curvature concrete dam. The Morrow Point concrete dam has been selected as the case study and dam-reservoir-foundation interaction considered in the model. Finite element method has been used for modelling and analysis of case study by applying the El Centro earthquake components considering nonlinear behaviour of concrete. The obtained results of nonlinear dynamic analysis illustrate the increasing of displacement of dam crest along the river and decreasing of maximum principle stresses in critical points. The results demonstrate the importance of consideration of nonlinear behaviour of material in seismic performance of arch dams to achieve the optimal design of models.

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Paper COI Code

This Paper COI Code is JR_CEJ-2-6_006. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/500965/

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Ali Ghorbani, Mortaza and Pasbani Khiavi, Majid and Ahmadi, Parya,1395,Investigation of Nonlinear Behavior of Concrete on Seismic Performance of an Arch Dam Using Finite Element Method,https://civilica.com/doc/500965

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Type of center: دانشگاه دولتی
Paper count: 11,782
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