Optimal Engineering Design Method that Combines Safety Factors and Failure Probabilities: Application to Rubble-Mound Breakwaters-Reference-Cited by-同舟云学术

Optimal Engineering Design Method that Combines Safety Factors and Failure Probabilities: Application to Rubble-Mound Breakwaters

Published:2004-03 Issue:2 Volume:130 Page:77-88
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Castillo Enrique¹,Losada Miguel A.²,Mnguez Roberto³,Castillo Carmen⁴,Baquerizo Asunción⁴

Affiliation:

1. Professor, Dept. of Applied Mathematics and Computational Sciences, Univ. of Cantabria, Avda. Castros s/n, 39005 Santander, Spain.

2. Professor, Grupo de Puertos y Costas, CEAMA, Univ. of Granada, Avda. del Mediterráneo s/n, 18071 Granada, Spain.

3. Assistant Professor, Dept. of Applied Mathematics, Univ. of Castilla–La Mancha, 13071 Ciudad Real, Spain.

4. Assistant Professor, Grupo de Puertos y Costas, CEAMA, Univ. of Granada, Avda. del Mediterráneo s/n, 18071 Granada, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-950X%282004%29130%3A2%2877%29

Reference26 articles.

1. Asymptotic Approximations for Multinormal Integrals

2. Castillo E. (1988). Extreme value theory in engineering Academic New York.

3. Castillo E. Solares C. and Gómez P. (1996). “Tail sensitivity analysis in Bayesian networks.” Proc. 12th Conf. on Uncertainty in Artificial Intelligence (UAI ’96) Morgan Kaufmann San Francisco 133–140.

4. Estimating extreme probabilities using tail simulated data

5. High probability one-sided confidence intervals in reliability models.;Castillo E.;Nucl. Sci. Eng.,1997

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