Rainflow analysis in Coastal Engineering using switching second order Markov models

Author:

Castillo Carmen,Castillo Enrique,Fernández-Canteli Alfonso,Gómez Rebeca,Molina Rafael

Publisher

Elsevier BV

Subject

Applied Mathematics,Modeling and Simulation

Reference45 articles.

1. H.F. Burcharth, Fatigue in breakwater armour units, in: Proceedings of the 19th International Conference on Coastal Engineering, Houston, TX, Sept. 1984.

2. H.F. Burcharth, Reliability evaluation of a structure at sea, in: Proc. Int. Workshop on Wave Barriers in Deep Water, Yokosuka, Japan, 1994.

3. H.F. Burcharth, Reliability based design of coastal structures. Chapter 6 in Coastal Engineering Manual Part VI (CEM), Coastal Engineering Research Center, Vicksburg, Mis. U.S. (2000).

4. Optimal engineering design method that combines safety factors and failure probabilities: application to rubble-mound breakwaters;Castillo;J. Waterways, Ports, Coast. Ocean Eng.,2004

5. An optimal engineering design method with failure rate constraints and sensitivity analysis. Example application to composite breakwaters;Castillo;Coast. Eng.,2006

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