Stochastic Model for Damage Accumulation in Rubble-Mound Breakwaters Based on Compatibility Conditions and the Central Limit Theorem-Reference-Cited by-同舟云学术

Stochastic Model for Damage Accumulation in Rubble-Mound Breakwaters Based on Compatibility Conditions and the Central Limit Theorem

Published:2012-11 Issue:6 Volume:138 Page:451-463
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 Carmen¹,Castillo Enrique²,Fernández-Canteli Alfonso³,Molina Rafael⁴,Gómez Rebeca⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Castilla–La Mancha, 13071 Ciudad Real, Spain (corresponding author).

2. Professor, Dept. of Applied Mathematics, Univ. of Cantabria, 39001 Santander, Spain.

3. Professor, Dept. of Construction and Fabrication Engineering, Univ. of Oviedo, 33203 Gijón, Spain.

4. Ph.D. Student, School of Civil Engineering, Polytechnic Univ. of Madrid, 28040 Madrid, 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%29WW.1943-5460.0000146

Reference46 articles.

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2. Ahrens J. P. (1975). “Large wave tank tests of riprap stability.” Technical Memorandum 51 U.S. Army Engineer Waterways Experiment Station Coastal Engineering Research Center Vicksburg MS.

3. Ahrens J. P. and McCartney B. L. (1975). “Wave period effect on the stability of riprap.” Proc. Civ. Eng. Oceans III ASCE Reston VA 1019–1034.

4. Mechanics-based statistics of failure risk of quasibrittle structures and size effect on safety factors

5. Activation energy based extreme value statistics and size effect in brittle and quasibrittle fracture

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