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本文结合唐津高速公路上某连续桥梁的抗震评价分析和设计,分析了支座以及加弧形钢板后的支座和桥墩的非线性作用,并对弧形钢板的刚度选取做了对比分析和设计。
In this paper, based on the seismic analysis and design of a continuous bridge on the Tang-Jin Expressway, the nonlinear effects of the support and the abutment and abutment after the arc-shaped steel plate are analyzed. The stiffness selection of the curved steel plate is compared and analyzed .