SEISMIC PERFORMANCE OF THE PIER CONSIDERING STRUCTURAL - FLUID INTERACTION WITH ANSYS SOFTWARE.
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| Title: | SEISMIC PERFORMANCE OF THE PIER CONSIDERING STRUCTURAL - FLUID INTERACTION WITH ANSYS SOFTWARE. |
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| Authors: | Falahati, M.1, Askar, M. Behdarvandi2 sazehenteghal@yahoo.com |
| Source: | Journal of Applied Engineering Sciences. Dec2017, Vol. 7 Issue 2, p25-30. 6p. |
| Subjects: | Earthquakes, Engineering software, Boundary element methods |
| Abstract: | In the present study, as the calculation of forces on the cylindrical structures of the sea has a special complexity, Morrison's mathematical model was used in the software. In addition, the kinematics of water particles is estimated to calculate their acceleration from the fifth-order non-static wave theory (Fenton method). In this paper, the analysis of the pier performance considering structural-fluid interaction using ANSYS soft is presented. Five models with the same period were considered and different wave heights and two different earthquake records of Tabas and Northwich were studied. Finally, node displacement, acceleration and reciprocal interaction forces were extracted and compared with the numerical values. The results indicated that the values of the studied parameters and the type of nodes were similar in the models without a record of earthquakes, but with the estimation of the earthquake, these values would be significant. [ABSTRACT FROM AUTHOR] |
| Copyright of Journal of Applied Engineering Sciences is the property of Paradigm Publishing Services and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Links: – Type: pdflink Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 127653526 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: SEISMIC PERFORMANCE OF THE PIER CONSIDERING STRUCTURAL - FLUID INTERACTION WITH ANSYS SOFTWARE. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Falahati%2C+M%2E%22">Falahati, M.</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Askar%2C+M%2E+Behdarvandi%22">Askar, M. Behdarvandi</searchLink><relatesTo>2</relatesTo><i> sazehenteghal@yahoo.com</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Journal+of+Applied+Engineering+Sciences%22">Journal of Applied Engineering Sciences</searchLink>. Dec2017, Vol. 7 Issue 2, p25-30. 6p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Earthquakes%22">Earthquakes</searchLink><br /><searchLink fieldCode="DE" term="%22Engineering+software%22">Engineering software</searchLink><br /><searchLink fieldCode="DE" term="%22Boundary+element+methods%22">Boundary element methods</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: In the present study, as the calculation of forces on the cylindrical structures of the sea has a special complexity, Morrison's mathematical model was used in the software. In addition, the kinematics of water particles is estimated to calculate their acceleration from the fifth-order non-static wave theory (Fenton method). In this paper, the analysis of the pier performance considering structural-fluid interaction using ANSYS soft is presented. Five models with the same period were considered and different wave heights and two different earthquake records of Tabas and Northwich were studied. Finally, node displacement, acceleration and reciprocal interaction forces were extracted and compared with the numerical values. The results indicated that the values of the studied parameters and the type of nodes were similar in the models without a record of earthquakes, but with the estimation of the earthquake, these values would be significant. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Journal of Applied Engineering Sciences is the property of Paradigm Publishing Services and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1515/jaes-2017-0009 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 6 StartPage: 25 Subjects: – SubjectFull: Earthquakes Type: general – SubjectFull: Engineering software Type: general – SubjectFull: Boundary element methods Type: general Titles: – TitleFull: SEISMIC PERFORMANCE OF THE PIER CONSIDERING STRUCTURAL - FLUID INTERACTION WITH ANSYS SOFTWARE. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Falahati, M. – PersonEntity: Name: NameFull: Askar, M. Behdarvandi IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 12 Text: Dec2017 Type: published Y: 2017 Identifiers: – Type: issn-print Value: 22473769 Numbering: – Type: volume Value: 7 – Type: issue Value: 2 Titles: – TitleFull: Journal of Applied Engineering Sciences Type: main |
| ResultId | 1 |
