Comparison of the expected damage patterns from two- and three-dimensional nonlinear dynamic analyses of a roller compacted concrete dam-Reference-Cited by-同舟云学术

Comparison of the expected damage patterns from two- and three-dimensional nonlinear dynamic analyses of a roller compacted concrete dam

Published:2013-01-14 Issue:3 Volume:10 Page:305-315
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Arici Yalın,Binici Baris,Aldemir Alper

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/15732479.2012.753921

Reference46 articles.

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2. Akpinar, U., Aldemir, A. & Binici, B. (2011). Different analysis strategies for RCC dam design. 5th international conference on Advanced Computational Engineering and Experimenting (ACE-X2011), Algarve, Portugal.

3. Earthquake Safety Evaluation of Gravity Dams Considering Aftershocks and Reduced Drainage Efficiency

4. Arici, Y. & Binici, B. (2011). Seismic safety assessment of Andiraz dam(BAP Report No. 2010-03-03-1-00-20). 74 pp.Turkey: Department of Civil Engineering Middle East Technical University.

5. BE analysis of bottom sediments in dynamic fluid-structure interaction problems

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