Modal Analysis of a Cable-stayed Bridge
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| Title: | Modal Analysis of a Cable-stayed Bridge |
|---|---|
| Authors: | Wei, Liuchuang1, Cheng, Heming chenghm650093@yahoo.com.cn, Li, Jianyun1 |
| Source: | Procedia Engineering. Jun2012, Vol. 31, p481-486. 6p. |
| Subjects: | Cable-stayed bridges, Modal analysis, Structural analysis (Engineering), Typhoons, Finite element method, Structural dynamics, Vibration (Mechanics) |
| Abstract: | Abstract: The project involved in this paper is a single-tower double-cable-plane bridge, and the gulf nearby the bridge is in a typical typhoon-affected zone. Therefore, modal analysis of the cable-stayed bridge should be carried out. In this paper, based on the structural vibration theory and the theory of finite element model (FEM) , the space FEM model of the cable-stayed bridge are established with APDL — ANSYS Parametric Design Language. Vibration mode and its frequency can be concluded by the calculating of the cable-stayed bridge''s FEM model. [Copyright &y& Elsevier] |
| Copyright of Procedia Engineering is the property of Elsevier B.V. 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 | Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 71961882 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Modal Analysis of a Cable-stayed Bridge – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Wei%2C+Liuchuang%22">Wei, Liuchuang</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Cheng%2C+Heming%22">Cheng, Heming</searchLink><i> chenghm650093@yahoo.com.cn</i><br /><searchLink fieldCode="AR" term="%22Li%2C+Jianyun%22">Li, Jianyun</searchLink><relatesTo>1</relatesTo> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Procedia+Engineering%22">Procedia Engineering</searchLink>. Jun2012, Vol. 31, p481-486. 6p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Cable-stayed+bridges%22">Cable-stayed bridges</searchLink><br /><searchLink fieldCode="DE" term="%22Modal+analysis%22">Modal analysis</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+analysis+%28Engineering%29%22">Structural analysis (Engineering)</searchLink><br /><searchLink fieldCode="DE" term="%22Typhoons%22">Typhoons</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+dynamics%22">Structural dynamics</searchLink><br /><searchLink fieldCode="DE" term="%22Vibration+%28Mechanics%29%22">Vibration (Mechanics)</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Abstract: The project involved in this paper is a single-tower double-cable-plane bridge, and the gulf nearby the bridge is in a typical typhoon-affected zone. Therefore, modal analysis of the cable-stayed bridge should be carried out. In this paper, based on the structural vibration theory and the theory of finite element model (FEM) , the space FEM model of the cable-stayed bridge are established with APDL — ANSYS Parametric Design Language. Vibration mode and its frequency can be concluded by the calculating of the cable-stayed bridge''s FEM model. [Copyright &y& Elsevier] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Procedia Engineering is the property of Elsevier B.V. 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: 10.1016/j.proeng.2012.01.1055 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 6 StartPage: 481 Subjects: – SubjectFull: Cable-stayed bridges Type: general – SubjectFull: Modal analysis Type: general – SubjectFull: Structural analysis (Engineering) Type: general – SubjectFull: Typhoons Type: general – SubjectFull: Finite element method Type: general – SubjectFull: Structural dynamics Type: general – SubjectFull: Vibration (Mechanics) Type: general Titles: – TitleFull: Modal Analysis of a Cable-stayed Bridge Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Wei, Liuchuang – PersonEntity: Name: NameFull: Cheng, Heming – PersonEntity: Name: NameFull: Li, Jianyun IsPartOfRelationships: – BibEntity: Dates: – D: 15 M: 06 Text: Jun2012 Type: published Y: 2012 Identifiers: – Type: issn-print Value: 18777058 Numbering: – Type: volume Value: 31 Titles: – TitleFull: Procedia Engineering Type: main |
| ResultId | 1 |
