Neural Network for Stability Analysis of Rubble-Mound Breakwaters-Reference-Cited by-同舟云学术

Neural Network for Stability Analysis of Rubble-Mound Breakwaters

Published:1995-11 Issue:6 Volume:121 Page:294-299
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering

Author:

Mase Hajime,Sakamoto Masanobu,Sakai Tetsuo

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%281995%29121%3A6%28294%29

Reference11 articles.

1. Hudson R. Y. (1958). “Design of quarry stone cover layer for rubble mound breakwaters.” Res. Rep. No. 2-2 Waterways Experiment Station Coast. Engrg. Res. Ctr. Vicksburg Miss.

2. Ichikawa H. (1993). Layered neural network . Kyoritu-Shuppan Co. Ltd. 184 (in Japanese).

3. Kaku S. (1990). “Hydraulic stability of rock slopes under irregular wave attack ” master thesis Univ. of Delaware Newark Del.

4. Kaku S. Kobayashi N. and Ryu C. R. (1991). “Design formulas for hydraulic stability of rock slopes under irregular wave attack.” Proc. 38th Japanese Conf. on Coast. Engrg. Japan Soc. of Civ. Engrs. (JSCE) Tokyo Japan 661–665 (in Japanese).

5. Mase H. and Kobayashi N. (1991). “Transformation of random breaking waves and its empirical numerical model considering surf beat.” Proc. Coast. Sediments '91 ASCE New York N.Y. 688–702.

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