Concrete Filled Double Skin Tubular Deep Beam Having Outer Circular and Inner Square Sections under Bending-shear

Uenaka, Kojiro

doi:10.1016/j.istruc.2018.03.016

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Cited by 11 publications

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“…Researchers in recent years have conducted test studies and numerical analyses to investigate the behavior of CFDST members under different load cases [5]- [39]. Most of this literature was limited to bending, axial, tensile, and shear loading with different sections.…”

Section: Introductionmentioning

confidence: 99%

“…The tapered CFDST members have potential applications in engineering, Deng et.al [35] carried out test studies and analyzed the mechanism of tapered CFDST members under axial compression. Uenaka et al [38] [39] experimentally investigated the shear behavior of circular CFDST beam members. It was noted that when increasing the hollow ratio, the shear capacity of CFDST beam members decreased.…”

Section: Introductionmentioning

confidence: 99%

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