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Journals / ARI The Bulletin of the Istanbul Technical University / 2004 / Cilt: 54 - Sayı: 1

Stochastic finite element analysis of dam-reservoir-foundation system

Ebru HANÇER
Alemdar BAYRAKTAR
Pages
54–59
Publication Date
2022-10-11
DOI
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The deterministic dynamic analysis of the dam-reservoir-foundation system is also performed to compare the results of the stochastic dynamic analysis.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:The purpose of this paper is to perform the stochastic finite element analysis of dam-reservoir-foundation systems subjected to earthquake forces.
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Key Findings & Data:The Pacoima Dam record S16E component recorded during the San Fernando Earthquake in 1971 is used as ground motion.
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Conclusion & Impact:The deterministic dynamic analysis of the dam-reservoir-foundation system is also performed to compare the results of the stochastic dynamic analysis.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

The purpose of this paper is to perform the stochastic finite element analysis of dam-reservoir-foundation systems subjected to earthquake forces. To this aim, the Sarıyar concrete gravity dam is selected for application. Analytical model of the dam-reservoir-foundation interaction system is set up using the finite element method. The Pacoima Dam record S16E component recorded during the San Fernando Earthquake in 1971 is used as ground motion. The deterministic dynamic analysis of the dam-reservoir-foundation system is also performed to compare the results of the stochastic dynamic analysis.

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Cite This Article

HANÇER, E., BAYRAKTAR, A. (2022). Stochastic finite element analysis of dam-reservoir-foundation system. ARI The Bulletin of the Istanbul Technical University, Cilt: 54 - Sayı: 1, 54–59. https://ajindex.com/articles/448136

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References (9)

  1. R.W. Clough and J. Penzien, Dynamics of Struc­tures (McGraw Hill Inc., Singapore, Second Edi­tion, 1993)
  2. A.K. Chopra, Journal of Engineering Mechanics Division 7485, 1475 (1970)
  3. P. Chakrabarti and A.K. Chopra, Earthquake Engineering and Structural Dynamics 2, 143 (1973)
  4. S.S. Saini, P. Bettess, and O.C. Zienkewicz, Earthquake Engineering and Structural Dynam­ics 6, 363 (1978)
  5. A.K. Chopra and P. Chakrabarti, Earthquake Engineering and Structural Dynamics 9, 363 (1981)
  6. J.F. Hall and A.K. Chopra, Earthquake Engi­neering and Structural Dynamics 10, 305 (1982)
  7. A. Bayraktar A.A. Dumanoğlu, and Y. Calayir, Computers and Structures 58, 925 (1996)
  8. A. Bayraktar and A.A. Dumanoğlu, Computers and Structures 68, 271 (1998)
  9. Y. Calayir, A.A. Dumanoğlu, and A. Bayraktar, Computers and Structures 59, 877 (1996). [10]J.M. Araujo and A.M. Awruch, Advances in En­gineering Software 29, 97 (1998). [11]E. Hançer, M.Sc. Thesis, Karadeniz Technical University (2001). [12]E. Hançer, A. Bayraktar, and K. Soyluk, The Ef­fect of Soil Damping Ratio on the Stochastic Dy­namic Response of Dam-Water-Soil Interaction Systems, The XVI. Technical Congress, Turkey, 2001. [13]C.Y. Yang, Random Vibration of Structures (John Wiley and Sons, Inc., New York, 1986). [14]H.M. Westergaard, Transactions ASCE 98, 418 (1933). [15]E.L Wilson, SAP2000: Integrated Finite Ele­ment Analysis and Design of Structures (Com­puters and Structures, Berkeley, California, 1997). [16]M.R. Button, A. Der Kiureghian, and E.L. Wil­son, STOCAL-User Information Manual, Re­port No. UCB-SESM/81-2, (Department of Civil Engineering, University of California, Berkeley, CA., 1981). [17]K. Soyluk and A.A. Dumanoğlu, Engineering Structures 22, 435 (2000).