확률신경망을 이용한 방파제 피복재 설계

Estimation of the Stability Number of Breakwater Armor Blocks Using Probabilistic Neural Networks

  • 김두기 (군산대학교 토목환경공학부) ;
  • 김동현 (군산대학교 해양시스템공학과) ;
  • 장성규 (군산대학교 토목환경공학부) ;
  • 장상길 (군산대학교 토목환경공학부)
  • Kim, Doo-Kie (Department of Civil and Environmental Engineering, Kunsan National University) ;
  • Kim, Dong-Hyawn (Department of Ocean System Engineering, Kunsan National University) ;
  • Chang, Seong-Kyu (Department of Civil and Environmental Engineering, Kunsan National University) ;
  • Chang, Sang-Kil (Department of Civil and Environmental Engineering, Kunsan National University)
  • 발행 : 2006.10.31

초록

A Probabilistic neural network (PNN) technique for predicting the stability number for the armor blocks of breakwaters is presented. A PNN is prepared using the experimental data of van der Meer and is then compared with the empirical formula and previous artificial neural network (ANN) model. This comparison shows that a PNN can effectively predict the stability numbers in spite of data complexity, incompleteness, and incoherence, and can be an effective tool for the designers of rubble mound breakwaters to support their decision process and to improve design efficiency.

키워드

참고문헌

  1. Cacoullos, T. (1966). 'Estimation of a multivariate density', Annals of the Institute of Statistical Mathematics (Tokyo), Vol 18, No 2, pp 179-189 https://doi.org/10.1007/BF02869528
  2. Hanzawa, M., Sato, H., Takahashi, S., Shimosako, K., Takayama, T. and Tanimoto, K. (1996). 'New stability formula for wave-dissipating concrete blocks covering horizontally composite breakwaters', Proceedings of 25th Coastal Engineering Conference, ASCE, Orlando, pp 1665-1678
  3. Hudson, R.Y. (1958). 'Design of Quarry Stone Cover layer For Rubble Mound Breakwaters, Research Report No. 2-2. Waterways Experiment Station', Coastal Engineering Research Centre, Vicksburg, Miss
  4. Kaku, S. (1990). 'Hydraulic stability of rock slopes under irregular wave attack', Master Thesis, University of Delaware, Newark, Del
  5. KaKu, S., Kobayashi, N. and Ryu, C.R. (1991). 'Design formulas for hydraulic stability of rook slopes under irregular wave attack', Proceedings of 38th Japanese. Conference Coastal Engineering, Tokyo, Japan, pp 661-665
  6. Kim, D.K., Lee, J.J., Lee,J.H. and Chang, S.K. (2005). 'Application of Prediction of Probabilistic Neural Networks of Concrete Strength', Journal of Materials in Civil Engineering, ASCE, Vol 17, No 3, pp 353-362 https://doi.org/10.1061/(ASCE)0899-1561(2005)17:3(353)
  7. Kim, D.H., and Park, W.S. (2005). 'Neural network for design and reliability analysis of rubble mound breakwaters, Ocean engineering', Vol 32, No 11/12, pp 1332-1349 https://doi.org/10.1016/j.oceaneng.2004.11.008
  8. Mase, H., Sakamoto, M. and Sakai, T. (1995). 'Neural network for stability analysis of rubble-mound breakwater', ASCE Journal of waterway, port, coastal, and ocean Engineering. Vol 121, No 6, pp 294-299 https://doi.org/10.1061/(ASCE)0733-950X(1995)121:6(294)
  9. Parzen, E. (1962). 'On estimation of a probability density function and mode', Annals of Mathematical Statistics, Vol 33, pp 1065-1076 https://doi.org/10.1214/aoms/1177704472
  10. Rumelhart, D. E., McClelland, J. L. and the PDP Research Group. (1986). 'Parallel distributed processing', The MIT Press, Cambridge, MA, Vol 1
  11. Smith, W.G., Kobayashi, N. and KaKu, S. (1992). 'Profile changes of rock slopes by irregular waves', Proceedings of 23th International Conference Coast Engineering ASCE, New York, NY, pp 1559-1572
  12. Specht, D.F. (1990). 'Probabilistic Neural Networks', Neural Networks 3, pp 109-118 https://doi.org/10.1016/0893-6080(90)90049-Q
  13. van der Meer, J.W. (1988a). 'Deterministic and probabilistic design of breakwater armor layers', J. Wtrwy. Port Coast, Ocean Engineering, Vol 114, No 1, pp 66-80 https://doi.org/10.1061/(ASCE)0733-950X(1988)114:1(66)
  14. van der Meer, J.W. (1988b). 'Rock slopes and gravel beaches under wave attack', PhD Thesis, Delft Univ. of Technol., Delft, The Netherlands
  15. Willmott, C.J. (1981). On the validation of models. Phys. Geogr. Vol 2, No 2, pp 184-194