原文传递 Experimental Evaluation of Seismic Performance of Bridge Restrainers; Technical rept
题名: Experimental Evaluation of Seismic Performance of Bridge Restrainers; Technical rept
作者: Vlassis, A. G.; Maragakis, E. M.; Saiid Saiidi, M.
关键词: Dynamic structural analysis; Highway bridges; Earthquake engineering; Pounding; Adjacent spans; Retrofitting; Structural vibration; Seismic effects
摘要: The overall objective of this task was to conduct shake table tests to evaluate the seismic performance of bridges that have been retrofitted with hinge restrainers between simply supported adjacent spans. This experimental study investigates the impact between adjacent bridge spans at in-span hinges, evaluates the efficacy of restrainers in reducing relative displacement across the hinges and examines the effects of restrainer stiffness and gap on the response of the hinge-restrainer system. Experimental results indicated that impacts between the adjacent frameworks produce acceleration levels significantly higher than what is typically assumed in design. Restrainers were capable of reducing hinge relative displacements and preventing span unseating. However, restrainer yielding occurred under strong input motions, especially when the restrainer gap was set to zero. Only pounding at the hinge locations was included in this study, while pounding elsewhere in the superstructure as well as the detailed response behavior of substructure elements were neglected.
总页数: 170p
报告类型: 科技报告
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