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Seismic analysis of gravity dam considering the effects of dam-reservoir-foundation interaction

عنوان مقاله: Seismic analysis of gravity dam considering the effects of dam-reservoir-foundation interaction
شناسه ملی مقاله: IACUT03_629
منتشر شده در سومین همایش بین المللی معماری عمران وشهرسازی در آغاز هزاره سوم در سال 1396
مشخصات نویسندگان مقاله:

M Mohammadi Tabar - Graduate student Institute of Higher Education Beyhagh
H Saghi - Assistant Professor Hakim Sabzevari University
Gh.Reza Tadayonfar - Assistant Professor Hakim Sabzevari University

خلاصه مقاله:
Dams are huge and costly structures. As a result, seismic assessment and safety of gravity dam are of particular importance given the catastrophic consequences of dam failure in a strong earthquake. In the event of a earthquake, the dam is forced to oscillate, due to this vibration in the reservoir environment, in addition to the hydrostatic pressure of the water, the hydrodynamic pressure of the waves is created that this dynamic interaction affects dam response and often increases The dam response. Due to the fact that earthquake forces through the foundation to the dam. Thus, one of the most important factors in the investigation of the stability of these huge structures during the earthquake is the effect of the foundation and the recognition of its behavior in the response of the dams to earthquake stimulation. Hence, one of the most important effects on dam response is the effects of the site. In this article, the behavior of Pine Flat Dam is studied under several different records using software (ABAQUS).

کلمات کلیدی:
Gravity Dam - Seismic Analysis - Near Field – ABAQUS

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/712192/