The effects of straining rate and loading history on concrete limit strength and response of arch dams are discussed and compared with the results given by rate-independent damage model. Learn more about Institutional subscriptionsCorrespondence to
Emadoddin Majdabadi Farahani. The dam-foundation–reservoir dynamic interaction and nonlinear contact of joints are included in the analysis. 39,95 €Price includes VAT (Pakistan)Rent this article via DeepDyve. EJSE International (EJSEI) 2022ISSN – 1443 9255At the present study, application of endurance time analysis (ETA) method in seismic evaluation of arch dams is investigated.
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The instantaneous acceleration that occurs when the first tensile crack appears is employed very tentatively as the parameter to quantitatively estimate the overload capacity of high arch dams from small-scale models. 3390/infrastructures4030044
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. Please log in to your accountIn blog paper, the nonlinear seismic response of arch dams is presented using the method of Rate-dependent Plastic Damage Constitutive Model, in which damage variables varying with strain rate are introduced as internal variables. Academia.
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Infrastructures. A series of the nonlinear dynamic analyses has been carried out under the action of seven different time histories of ground motion scaled to the AASHTO 2012 response spectrum. This paper attempts to explore potential benefits of form in a deck-type reinforced concrete (RC) arch bridge in connection with its overall seismic behavior and performance. To manage your alert preferences, click on the button below. org/10.
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3390/infrastructures4030044
Hariri-Ardebili, M. And it is shown that the distributions of straining rate are different from that of dams without joints included, and the distributions of strain rates can not only indicate the vibration modes of the dam, but also find more info significant effects on the dynamic response of arch dams.
https://doi. In this study, a special finite element program is developed, that is described and verified initially. acm. 1007/s13369-014-1027-5Instant access to the full article PDF.
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, M.
https://doi. org/10. The dam-foundation–reservoir dynamic interaction and nonlinear contact of joints are included in the analysis. Dez dam was chosen as the case study and all contraction and peripheral joints were modeled based on as-built drawings. The great advantage of ETA method lies on the noticeable reduction of the computational demand in comparison with THA for considering seismic behaviors of the infrastructures.
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A. Boodagh, and J. For
articles published under an open access Creative Common CC BY license, any part of the article may be reused without
permission provided that the original article is clearly cited. ; Heshmati, M.
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2009. “Probabilistic Identification of Seismic Response Mechanism in a Class of Similar Arch Dams” Infrastructures 4, no.
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Hariri-Ardebili. However, there has been less attention on the effects of perimetral joint on the response. Learn moreA series of dynamic experiments for 20 models of high arch dams were recently performed on a shaking table, with the water ignored. A.
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Applied computingEnterprise computingPhysical sciences and engineeringEngineeringTheory of computationDesign and analysis of algorithmsCheck if you have access through your login credentials or your institution to get full access on this article. And it is shown that the distributions of straining rate are different from that of dams without joints included, and the distributions of strain rates can not only indicate the vibration modes of the dam, but also have significant effects on the dynamic response of arch dams. org/doi/10. Infrastructures 2019, 4, 44. 3: 44.
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https://doi. ; Boodagh, P. It is shown that the distributions of the maximum tensile stresses are very sensitive to the properties used for the joints. Received: 05 January 2016Accepted: 02 May 2016Published: 08 July 2017Issue Date: July 2017DOI: https://doi.
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Hariri-Ardebili MA, Heshmati M, Boodagh P, Salamon JW. This publication has not been cited yetView this article in helpful hints edition. 2009. This is a preview of subscription content, access via your institution. .