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原文传递 Effect of Verticat Ground Motions on the Structural Response of Highway Bridges

题名：	Effect of Verticat Ground Motions on the Structural Response of Highway Bridges
作者：	Martin R. Button; Colman J. Cronin and Ronald L Mayes
关键词：	Earthquake engineering. Multi span bridges. Multyile span bridges. Simply supported bridges. Cable restrainers. Longiludinai movement Design methods. Expansion joints. Supports.
摘要：	The 1971 San Fernando earthquake in California caused highway bridges to collapse because of excessive longitudinal movement at expansion joints and supports. Since then, the California Department of Transportation (Caltrans) has installed longitudinal cable restrainers to prevent such collapse. In the study presented in this report, two existing design methods, the Caltrans and AASHTO methods, were evaluated for simply-supported bridgas. In addition, three new design methods for restrainers were proposed and evaluated. The adequacy of the design methods was determined using nonlinear response history analyses of a large number of two- and five-span bridges. The models represented highway bridges that would be retrofitted with restrainers. Ail of the procedures considered in this study were found to be effective in preventing spans from unseating n most bridges even under strong earthquakes, in the most critical cases with narrow supports and skew, however, it was found that the Caltrans 2Hid a modified version of the Caltrans methods (a new method developed in this study) were the procedures that prevented unsealing.
报告类型：	科技报告