Evaluation of composite shear wall behavior under cyclic loadings
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| Title: | Evaluation of composite shear wall behavior under cyclic loadings |
|---|---|
| Authors: | Rahai, A.1 rahai@aut.ac.ir, Hatami, F.2 hatami@aut.ac.ir |
| Source: | Journal of Constructional Steel Research. Jul2009, Vol. 65 Issue 7, p1528-1537. 10p. |
| Subjects: | Shear walls, Partitions (Building), Earthquake engineering, Strains & stresses (Mechanics) |
| Abstract: | Abstract: Composite steel shear walls (CSSW) are widely used in civil projects due to its high stiffness and deformability. It can be utilized by either laying a concrete layer connected to the steel plate by shear studs or bonding a Fiber Reinforced Polymer sheet. The present experimental and numerical investigations were focused on the effects of shear studs spacing variation, middle beam rigidity and the method of beam to column connection on the CSSW behavior. Results indicate that increasing the shear studs spacing reduces the slope of load–displacement curve and improves ductility up to a specific studs’ spacing. In addition, the effects of middle beam rigidity and beam to column connections are insignificant on the composite steel shear walls behavior. [Copyright &y& Elsevier] |
| Copyright of Journal of Constructional Steel Research 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: 39351861 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Evaluation of composite shear wall behavior under cyclic loadings – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Rahai%2C+A%2E%22">Rahai, A.</searchLink><relatesTo>1</relatesTo><i> rahai@aut.ac.ir</i><br /><searchLink fieldCode="AR" term="%22Hatami%2C+F%2E%22">Hatami, F.</searchLink><relatesTo>2</relatesTo><i> hatami@aut.ac.ir</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Journal+of+Constructional+Steel+Research%22">Journal of Constructional Steel Research</searchLink>. Jul2009, Vol. 65 Issue 7, p1528-1537. 10p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Shear+walls%22">Shear walls</searchLink><br /><searchLink fieldCode="DE" term="%22Partitions+%28Building%29%22">Partitions (Building)</searchLink><br /><searchLink fieldCode="DE" term="%22Earthquake+engineering%22">Earthquake engineering</searchLink><br /><searchLink fieldCode="DE" term="%22Strains+%26+stresses+%28Mechanics%29%22">Strains & stresses (Mechanics)</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Abstract: Composite steel shear walls (CSSW) are widely used in civil projects due to its high stiffness and deformability. It can be utilized by either laying a concrete layer connected to the steel plate by shear studs or bonding a Fiber Reinforced Polymer sheet. The present experimental and numerical investigations were focused on the effects of shear studs spacing variation, middle beam rigidity and the method of beam to column connection on the CSSW behavior. Results indicate that increasing the shear studs spacing reduces the slope of load–displacement curve and improves ductility up to a specific studs’ spacing. In addition, the effects of middle beam rigidity and beam to column connections are insignificant on the composite steel shear walls behavior. [Copyright &y& Elsevier] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Journal of Constructional Steel Research 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.) |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=39351861 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1016/j.jcsr.2009.03.011 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 10 StartPage: 1528 Subjects: – SubjectFull: Shear walls Type: general – SubjectFull: Partitions (Building) Type: general – SubjectFull: Earthquake engineering Type: general – SubjectFull: Strains & stresses (Mechanics) Type: general Titles: – TitleFull: Evaluation of composite shear wall behavior under cyclic loadings Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Rahai, A. – PersonEntity: Name: NameFull: Hatami, F. IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 07 Text: Jul2009 Type: published Y: 2009 Identifiers: – Type: issn-print Value: 0143974X Numbering: – Type: volume Value: 65 – Type: issue Value: 7 Titles: – TitleFull: Journal of Constructional Steel Research Type: main |
| ResultId | 1 |
