Seismic response tests and analytical assessment of blind bolted assembly CFST frames with beam-connected SPSWs
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DOI: 10.1016/j.engstruct.2018.10.009
Abstract: Abstract This paper presents a series of experimental and analytical studies to investigate the seismic behavior of blind bolted assembly concrete filled steel tube (CFST) frames with infill steel plate shear walls (SPSWs) connected to… read more here.
Keywords: connected spsws; blind bolted; beam connected; frames beam ... See more keywords
Seismic design and performance of SPSWs with beam-connected web plates
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DOI: 10.1016/j.jcsr.2017.12.004
Abstract: Abstract Steel plate shear walls with beam-connected web plates (B-SPSWs) are an alternative steel plate shear wall (SPSW) configuration in which the web plate edges are detached from the columns to avoid high flexural demands… read more here.
Keywords: beam connected; performance spsws; spsws; web plates ... See more keywords
Expeditious strip model for steel plate shear walls with beam-connected web plates
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DOI: 10.1016/j.jcsr.2021.106799
Abstract: Abstract Steel plate shear walls (SPSWs) are a robust lateral force-resisting system used in earthquake-prone regions due to their high lateral strength and stiffness as well as stable hysteretic characteristics. One of the configurations of… read more here.
Keywords: steel; strip model; beam connected; connected web ... See more keywords
Cyclic performance of concrete-filled double-skin steel tube frames strengthened with beam-only-connected composite steel plate shear walls
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DOI: 10.1016/j.jobe.2020.101376
Abstract: Abstract The concrete-filled double-skin steel tube (CFDST) frame has been recommended as a lateral-resisting structural system; however, few investigations have been reported for seismic strengthening of CFDST frames. The aim of this paper is to… read more here.
Keywords: steel; cfdst; beam connected; cyclic performance ... See more keywords