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Long-span top-bear arch bridge 大跨度上承式拱桥
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This paper proposes a new method of structure control that to set damping braces in a top-bear arch bridge.
针对上承式拱桥抗震加固的工程需要,提出了加设阻尼支撑的减震控制方案,在结构中增加集中阻尼来减小地震响应。
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