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Cyclic performance of steel and composite bracing …

    https://www.sciencedirect.com/science/article/pii/S0143974X04001403
    The effect of infill on the behaviour of steel hollow sections in tension was also investigated in monotonic tensile tests. The axial stiffness and resistance of the hollow and filled specimens differed by less than 6%, confirming that the upper-bound tensile capacity of the composite bracing member can be based on that of the bare steel section.

Cyclic performance of steel and composite bracing …

    https://www.sciencedirect.com/science/article/abs/pii/S0143974X04001403
    This paper describes an experimental study on the response of hollow and filled steel members to monotonic and cyclic axial loading. Monotonic tests were first performed on short specimens to establish their compressive and tensile axial resistances and to investigate the effect of infill on local buckling and ductility.

Cyclic performance of steel and composite bracing …

    https://www.researchgate.net/publication/229342228_Cyclic_performance_of_steel_and_composite_bracing_members
    Cyclic load behavior of concrete-filled rectangular steel tubular bracing members is investigated. Nine full-scale specimens made from A500 Grade B …

Cyclic performance of steel and composite bracing …

    https://www.academia.edu/es/21147657/Cyclic_performance_of_steel_and_composite_bracing_members
    Experimental cyclic response of cold-formed hollow steel bracing members By Jamie Goggins Strain life analysis at low cycle fatigue on concentrically braced …

Cyclic performance of steel and composite bracing …

    https://core.ac.uk/display/211411331
    Cyclic performance of steel and composite bracing members . By Brian Michael Broderick and Jamie Goggins. Get PDF (464 KB) Abstract. This paper describes an experimental study on the response of hollow and filled steel members to monotonic and cyclic axial loading. Monotonic tests were first performed on short specimens to establish their ...

Cyclic performance of steel and composite bracing …

    https://core.ac.uk/display/108332028
    Cyclic performance of steel and composite bracing members . By Author(s Broderick, Brian Michael Goggins, Link To and B. M. Brodericka. Abstract. Provided by the author(s) and NUI Galway in accordance with publisher policies. Please …

Cyclic performance of steel and composite bracing members

    https://core.ac.uk/display/143940141
    Cyclic performance of steel and composite bracing members . ... These were followed by cyclic tests on longer bracing members with three different cross-section sizes. The presence of concrete infill was observed to influence the mode of failure displayed by the specimens, as well as their compression and tension load responses. ...

Journal of Constructional Steel Research | Vol 61, Issue 4, …

    https://www.sciencedirect.com/journal/journal-of-constructional-steel-research/vol/61/issue/4
    select article Cyclic performance of steel and composite bracing members. ... Cyclic performance of steel and composite bracing members. B.M. Broderick, J.M. Goggins, A.Y. Elghazouli. Pages 493-514 Download PDF. Article preview. select article Load carrying capacity of composite beams prestressed with external tendons under positive moment.

STRUCTURAL STEEL BRACING SYSTEMS: BEHAVIOR …

    https://nehrpsearch.nist.gov/static/files/NSF/PB260715.pdf
    A survey is made of existing literature on the performance of steel braced frame structures under cyclic excitations. Particular emphasis is placed on inelastic behavior under extreme credible excitations which may occur during a severe earthquake. The experimental and analytical studies of the behavior of an individual brace are described.

Cyclic shear behavior of composite walls with encased …

    https://www.sciencedirect.com/science/article/pii/S0141029616304527
    Conclusions. The present paper investigated the cyclic shear behavior of composite walls with encased steel braces (ESB walls). Quasi-static tests and additional analysis was performed to examine the shear strength and stiffness of the ESB walls. The following conclusions are drawn from the results of the study.

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