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钢筋混凝土墩柱的ABAQUS精细化弹塑性杆元分析

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摘要 本文以潮州大桥为例,对半漂浮体系和刚构体系斜拉桥的抗震性能进行比较,对E1和E2地震作用下的强度进行验算。
出处 《公路交通科技(应用技术版)》 CAS CSCD 2013年第7期242-246,共5页
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