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浅谈一种直立式防波堤的动力分析方法

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摘要 传统的防波堤设计中用于稳定性验算的波浪力荷载均是按照静力荷载进行考虑,多数未能考虑波浪的随机性和防波堤运动的动力特性。文中将随机波浪荷载直接作用在沉箱式防波堤结构上,并简化考虑结构与地基土之间的相互作用,通过有限元方法计算得到比较合理的防波堤动力响应值。本文为今后防波堤结构合理、经济的动力设计方法提供理论参考和科学依据。
出处 《中国水运(下半月)》 2015年第1期141-142,144,共3页
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