Tabatabaei, Zakia and Fatehi-Nobarian, Bahador (2022) Numerical Investigation of Ground Tanks for Storage Subjected Near-Fault Earthquakes. POLLACK PERIODICA : AN INTERNATIONAL JOURNAL FOR ENGINEERING AND INFORMATION SCIENCES, 17 (2). pp. 75-80. ISSN 1788-1994 (print); 1788-3911 (online)
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[17883911 - Pollack Periodica] Numerical investigation of ground tanks for storage subjected near-fault earthquakes.pdf Download (1MB) | Preview |
Abstract
Finite element method is known as the most common methods in a numerical analysis of reservoirs subjected to the influence of an earthquake. Investigating the effects of interaction between structures and fluid during the earthquake is among the major objectives of the present research. In this article, by selecting a variety of conventional modes of fluid storage, the dynamic effects of the reservoir and their mutual effects based on changes in physical parameters are analyzed. Unexpectedly, based on the results of this study, it was observed that the crisis situation always does not occur in the full state of the tank. Moreover, the filled and semi-filled reservoirs require seismic retrofitting for mode 10% below the tank height.
Item Type: | Article |
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Additional Information: | MTA KFB támogatási szerződés alapján archiválva |
Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
Depositing User: | Violetta Baliga |
Date Deposited: | 20 Jul 2022 08:04 |
Last Modified: | 07 Jun 2024 23:15 |
URI: | https://real.mtak.hu/id/eprint/144975 |
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