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The Seismic Response of Dams: A Numerical Investigation of the Effect of Shear Stiffness and Height of Embankment Dam Foundation | ||
| Journal of Hydrosciences and Environment | ||
| دوره 5، شماره 9، شهریور 2021، صفحه 21-29 اصل مقاله (1.06 M) | ||
| نوع مقاله: Research Paper | ||
| شناسه دیجیتال (DOI): 10.22111/jhe.2022.6898 | ||
| نویسندگان | ||
| M Azhdari Moghadam* 1؛ E Sarhadi2؛ Farid Miar Naeimi3 | ||
| 1University of Sistan and Baluchestan | ||
| 2Civil Engineering Department, University of Sistan an Baluchestan | ||
| 3Civil Engineering Department, University of Sistan and Baluchestan | ||
| چکیده | ||
| The type and height of foundations of embankment dams are among the factors affecting their seismic responses. The kinds and heights of these foundations and the other conditions play fundamental roles in transmitting, attenuating, or amplifying the seismic waves. Considering 6 different types of shear stiffness and 7 different heights for Mashkid Olia dam foundation, the effect of shear stiffness and height of the foundation on the seismic behavior of the dam through the equivalent linear method were investigated. It was indicated the undeniable effect of conditions and height of foundation on the seismic behavior of the embankment dam. | ||
| کلیدواژهها | ||
| Shear Stiffness؛ Embankment Dam؛ Dynamic Response؛ Earthquake | ||
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آمار تعداد مشاهده مقاله: 283 تعداد دریافت فایل اصل مقاله: 235 |
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