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- W2565065400 abstract "This paper presents experimental and analytical results on hysteretic behavior andductility of steeltubular bridge piers stiffened with inner cruciform walls. Numerical analyses werecarried out using the finite element package MARC. Two types of specimens, one with inner cruciform plate and the another without it, were tested under a constant compressive axial load and cyclichorizontal loads. The strength and ductility of steel tubular bridge piers stiffened with cruciform walls were greater than those of unstiffened tubular steel bridge piers. It was found that the effectof the ratio of cylinder diameter to wall thickness parameter R, and the slenderness ratio parameter A on the ductility of steel tubular bridge pier is large." @default.
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- W2565065400 date "2003-01-01" @default.
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- W2565065400 doi "https://doi.org/10.2208/journalam.6.623" @default.
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