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- W2322003246 abstract "This study was aimed at developing an economical seismic retrofit solution for steel-girder highway bridges in low occurrence seismic zones such as in the Central and Eastern United States. To this endeavor, low-carbon tapered steel rods provided by a local vendor were tested for their ductile behavior, material strength, energy dissipation capacity, and fatigue strength under harmonic and earthquake loads. A full-scale damper made of five tapered rods was then designed for the seismic retrofit of a three-span continuous steel-girder bridge in southeast Missouri; its performance was validated with laboratory tests. The energy dissipated by tapered rods in one cycle was shown nearly independent of loading frequency and specimen size; the corresponding damping ratio rapidly increased at small displacements and approached a value of 0.35~0.40 in the range of over 1.8. Even at a displacement of 2.4, the steel rods survived over 100 cycles of loading with little degradation of their damping property. The five-rod damper fractured in a progressive manner as expected." @default.
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- W2322003246 date "2006-10-10" @default.
- W2322003246 modified "2023-09-24" @default.
- W2322003246 title "Commonly-Used Steel Rods for Cost-Effective Seismic Retrofit of Steel-Girder Bridges: Energy Dissipation and Fatigue Properties" @default.
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- W2322003246 doi "https://doi.org/10.1061/40889(201)203" @default.
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