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Evaluation of wave impact loads on caisson breakwaters based on joint probability of impact maxima and rise times

机译：基于影响最大值和上升时间的联合概率的沉箱防波线对波撞击载荷的评估

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Giovanni Cuomo; Rodolfo Piscopia; William Allsop;
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年度 2011
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1. Evaluation of wave impact loads on caisson breakwaters based on joint probability of impact maxima and rise times [J] . Giovanni Cuomo, Rodolfo Piscopia, William Allsop Coastal engineering . 2011,第1期

机译：基于冲击最大值和上升时间的联合概率评估沉箱防波堤上的波浪冲击载荷
2. Characterizing impulsive wave-in-deck loads on coastal bridges by probabilistic models of impact maxima and rise times [J] . Francesco Serinaldi, Giovanni Cuomo Coastal engineering . 2011,第9期

机译：通过冲击最大值和上升时间的概率模型表征沿海桥梁的冲击波在甲板上的载荷
3. TIME-DEPENDENT PERFORMANCE-BASED DESIGN OF CAISSON BREAKWATER CONSIDERING CLIMATE CHANGE IMPACTS [J] . Kyung-Duck Suh, Seung-Woo Kim Proceedings of the International Conference on Coastal Engineering . 2012,第33期

机译：考虑到气候变化影响的基于时空性能的沉箱断路器设计
4. EVALUATION OF DESIGN IMPACT LOADS BASED ON JOINTPROBABILITY OF IMPACT MAXIMA AND RISE TIMES [C] . Rodolfo Piscopia, Giovanni Cuomo, William Allsop Coastal Structures . 2009

机译：基于影响最大值和上升时间的联合性的设计冲击载荷评价
5. Analytical model of the response of a composite-type caisson breakwater and seabed to waves. [D] . Kumagai, Takahiro. 1998

机译：复合型沉箱防波堤和海床对波浪的响应的解析模型。
6. Real Time Cascade Impactor Based On Surface Acoustic Wave Delay Lines for PM10 and PM2.5 Mass Concentration Measurement [O] . Lyes Djoumi, Meddy Vanotti, Virginie Blondeau-Patissier 2018

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7. Time-dependent Performance-based Design of Caisson Breakwater Considering Climate Change Impacts [O] . Kyung-Duck Suh, Seung-Woo Kim, Nobuhito Mori, 2011

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Evaluation of wave impact loads on caisson breakwaters based on joint probability of impact maxima and rise times

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