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钢管混凝土叠合柱桥墩抗震性能参数化分析

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摘要 为研究钢管混凝土叠合柱桥墩的抗震性能,本文利用OpenSEES软件进行非线性动力时程分析,结合增量动力分析结果,得出该类型桥墩的地震易损性曲线,获得了轴压比、纵筋配筋率、体积配箍率和截面含钢量对该类型桥墩地震易损性的影响规律。
作者 邹赵勇
出处 《广东交通规划设计》 2018年第2期9-12,共4页 Guangdong communications planning and design
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