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- W596616941 abstract "Twenty-two model stiffened box-shape steel bridge pier specimens of the type commonly used in Japan were tested in order to obtain their strength and ductility capacity and to understand their behaviour. Hollow specimens and specimens partially filled with concrete were tested both under applied lateral loading and shaking table testing. It was found that the specimens failed by overall buckling of one side as well as local panel buckling and fracture. The strength of specimens with concrete infill was increased, but their deformation capacity was decreased. Specimens tested on the shaking table sustained yielding predominantly in one direction with little absorption of energy. This was different from that assumed by the applied lateral loading regimes. Specimens with greater section slendernesses generally had lower ductility capacities. A method for estimating the strength of these specimens which was independent of the effect of the section slenderness was found to be satisfactory." @default.
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- W596616941 date "1991-05-01" @default.
- W596616941 modified "2023-09-27" @default.
- W596616941 title "BEHAVIOUR OF STIFFENED BOX-SECTION STEEL BRIDGE PIERS IN SEISMIC REGIONS FROM MODEL TESTS" @default.
- W596616941 hasPublicationYear "1991" @default.
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