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- W3152395752 abstract "当前，预制的空具体的桥墩的设计计划将在中国在桥设计被采用，但是包括在高地震的风险区域的预制的部分墩的特定的设计细节没有代码。为有不同设计细节的空桥墩的地震性能的比较学习，空节桥码头的六个标本被设计并且测试。标本由整体的 cast-in-place 水泥桥墩组成，与联合的 cast-in-place 预制部分对的码头并且预制有干燥关节的部分具体的桥码头。结果证明所有标本有好排水量能力。有结合的对的海滨的桥墩展出更好的精力驱散能力和更高的力量。未结合的对的海滨桥墩显示更少的剩余塑料排水量和精力驱散能力。有在节的边的两个都结合的对的海滨的桥墩并且在节的中心未结合不仅展出更多的韧性能力和更少剩余塑料排水量，而且显示出更好的精力驱散能力。与对的桥列的试验性的结果相比，分析结果证明发达数字分析模型将提供合理、精确的结果。" @default.
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- W3152395752 date "2014-01-01" @default.
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- W3152395752 title "Seismic performance of precast hollow bridge piers with different construction details" @default.
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