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Prethodno priopćenje
https://doi.org/10.14256/JCE.713.2011

Effect of foundation in dynamic analysis of concrete gravity dams

Zahra Heirany ; Neovisno islamsko sveučilište (IAU), Katedra za znanstvenoistraživački rad, teheran
Mohsen Ghaemian ; Sveučilište za tehnologiju, Odsjek za građevinarstvo, Teheran

Puni tekst: engleski, pdf (1 MB) str. 641-646 preuzimanja: 1.168* citiraj
APA 6th Edition
Heirany, Z. i Ghaemian, M. (2012). Effect of foundation in dynamic analysis of concrete gravity dams. Građevinar, 64 (08.), 641-646. https://doi.org/10.14256/JCE.713.2011
MLA 8th Edition
Heirany, Zahra i Mohsen Ghaemian. "Effect of foundation in dynamic analysis of concrete gravity dams." Građevinar, vol. 64, br. 08., 2012, str. 641-646. https://doi.org/10.14256/JCE.713.2011. Citirano 20.09.2020.
Chicago 17th Edition
Heirany, Zahra i Mohsen Ghaemian. "Effect of foundation in dynamic analysis of concrete gravity dams." Građevinar 64, br. 08. (2012): 641-646. https://doi.org/10.14256/JCE.713.2011
Harvard
Heirany, Z., i Ghaemian, M. (2012). 'Effect of foundation in dynamic analysis of concrete gravity dams', Građevinar, 64(08.), str. 641-646. https://doi.org/10.14256/JCE.713.2011
Vancouver
Heirany Z, Ghaemian M. Effect of foundation in dynamic analysis of concrete gravity dams. Građevinar [Internet]. 2012 [pristupljeno 20.09.2020.];64(08.):641-646. https://doi.org/10.14256/JCE.713.2011
IEEE
Z. Heirany i M. Ghaemian, "Effect of foundation in dynamic analysis of concrete gravity dams", Građevinar, vol.64, br. 08., str. 641-646, 2012. [Online]. https://doi.org/10.14256/JCE.713.2011
Puni tekst: hrvatski, pdf (1 MB) str. 641-646 preuzimanja: 336* citiraj
APA 6th Edition
Heirany, Z. i Ghaemian, M. (2012). Utjecaj temelja na dinamičku analizu betonskih gravitacijskih brana. Građevinar, 64 (08.), 641-646. https://doi.org/10.14256/JCE.713.2011
MLA 8th Edition
Heirany, Zahra i Mohsen Ghaemian. "Utjecaj temelja na dinamičku analizu betonskih gravitacijskih brana." Građevinar, vol. 64, br. 08., 2012, str. 641-646. https://doi.org/10.14256/JCE.713.2011. Citirano 20.09.2020.
Chicago 17th Edition
Heirany, Zahra i Mohsen Ghaemian. "Utjecaj temelja na dinamičku analizu betonskih gravitacijskih brana." Građevinar 64, br. 08. (2012): 641-646. https://doi.org/10.14256/JCE.713.2011
Harvard
Heirany, Z., i Ghaemian, M. (2012). 'Utjecaj temelja na dinamičku analizu betonskih gravitacijskih brana', Građevinar, 64(08.), str. 641-646. https://doi.org/10.14256/JCE.713.2011
Vancouver
Heirany Z, Ghaemian M. Utjecaj temelja na dinamičku analizu betonskih gravitacijskih brana. Građevinar [Internet]. 2012 [pristupljeno 20.09.2020.];64(08.):641-646. https://doi.org/10.14256/JCE.713.2011
IEEE
Z. Heirany i M. Ghaemian, "Utjecaj temelja na dinamičku analizu betonskih gravitacijskih brana", Građevinar, vol.64, br. 08., str. 641-646, 2012. [Online]. https://doi.org/10.14256/JCE.713.2011

Sažetak
In this paper, nonlinear dynamic analysis of concrete gravity dams was studied. To investigate the effect of dam-reservoir-foundation interaction, a two-dimensional approach was used including the finite element method, and smeared crack approach. The dam-reservoir interaction is solved by staggered solution procedure while the Sharan boundary condition is applied at the reservoir’s far-end truncated boundary. The foundation is defined as a part of the structure and some different boundary conditions such as Lysmer, Boulder and damper boundary conditions are applied at its truncated boundaries. Results show that when the nonlinear analysis includes the dam - foundation interaction and the foundation’s mass, flexibility and radiation damping, the gravity dam’s response will be acceptable.

Ključne riječi
concrete gravity dams; dam-reservoir-foundation interaction; boundary condition

Hrčak ID: 86393

URI
https://hrcak.srce.hr/86393

[hrvatski]

Posjeta: 1.720 *