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    Evaluation of composite shear wall behavior under cyclic loadings

    New search for: Rahai, A.
    New search for: Hatami, F.

    AbstractComposite 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.

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    Evaluation of composite shear wall behavior under cyclic loadings

    New search for: Rahai, A.
    New search for: Hatami, F.

    AbstractComposite 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.

    Access

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    Check availability in my library
    Order at Subito €

    Evaluation of composite shear wall behavior under cyclic loadings

    New search for: Rahai, A.
    New search for: Hatami, F.

    AbstractComposite 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.

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    Title:

    Evaluation of composite shear wall behavior under cyclic loadings

    Contributors:

    Rahai, A. (author) / Hatami, F. (author)

    Published in:

    Journal of Constructional Steel Research ; 65 ; 1528-1537

    Publication date:

    2009-03-05

    Size:

    10 pages

    ISSN:

    0143-974X

    DOI:

    https://doi.org/10.1016/j.jcsr.2009.03.011

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Steel shear wall , Composite shear wall , Post-buckling , Shear stud , Beam rigidity , Beam to column connection

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