Chapter
Dec 31, 2015
Reliability Analysis of Rubble-Mound Breakwaters
Publication: Coastal Engineering 1988
Abstract
To verify the effect of wave period on the motion of concrete blocks in rubble-mound breakwaters, simple physical models are employed and their motion is investigated by the numerical simulation. Finally, risk or reliability are calculated and the weight of concrete blocks for given physical condition is discussed by them.
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© 1989 American Society of Civil Engineers.
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Published online: Dec 31, 2015
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Authors
Affiliations
Kazumasa Mizumura
Professor of Civil Engrg. Dept., Kanazawa Inst. of Tech., 7-1, Ogigaoka, Nonoichimachi, Ishikawa Pref., 921, Japan.
Masato Yamamoto
Assistant Manager, Nippon Tetrapods Co., Ltd., 2-7, Higashinakanukicho, Tsuchiura, Ibaraki Pref., 300, Japan.
Taiji Endo
Director, Nippon Tetrapods Co., Ltd., 2-7, Higashinakanukicho, Tsuchiura, Ibaraki Pref., 300, Japan.
Naofumi Shiraishi
President, Nippon Tetrapods Co., Ltd., 2-7, Higashinakanukicho, Tsuchiura, Ibaraki Pref., 300, Japan.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.