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独塔斜拉桥抗震分析 被引量:3

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摘要 斜拉桥由于跨径较大、刚度较柔,地震响应较复杂。对此,首先介绍了桥梁抗震设计中常用的静力理论以及动力理论,然后以某独塔斜拉桥为研究对象,对其进行了抗震性能分析。
作者 彭波
出处 《黑龙江交通科技》 2019年第7期113-113,115,共2页 Communications Science and Technology Heilongjiang
关键词 斜拉桥 抗震
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