Rainflow analysis in Coastal Engineering using switching second order Markov models
Tài liệu tham khảo
H.F. Burcharth, Fatigue in breakwater armour units, in: Proceedings of the 19th International Conference on Coastal Engineering, Houston, TX, Sept. 1984.
H.F. Burcharth, Reliability evaluation of a structure at sea, in: Proc. Int. Workshop on Wave Barriers in Deep Water, Yokosuka, Japan, 1994.
H.F. Burcharth, Reliability based design of coastal structures. Chapter 6 in Coastal Engineering Manual Part VI (CEM), Coastal Engineering Research Center, Vicksburg, Mis. U.S. (2000).
Castillo, 2004, Optimal engineering design method that combines safety factors and failure probabilities: application to rubble-mound breakwaters, J. Waterways, Ports, Coast. Ocean Eng., 130, 77, 10.1061/(ASCE)0733-950X(2004)130:2(77)
Castillo, 2006, An optimal engineering design method with failure rate constraints and sensitivity analysis. Example application to composite breakwaters, Coast. Eng., 1, 10.1016/j.coastaleng.2005.09.016
Mı´nguez, 2006, Optimal cost design with sensitivity analysis using decomposition techniques. Application to composite breakwaters, Struct. Safety, 28, 321, 10.1016/j.strusafe.2005.08.005
Scotto, 2007, Bayesian inference for long-term prediction of significant wave height, Coast. Eng., 54, 340, 10.1016/j.coastaleng.2006.11.003
R. Iribarren, Una fórmula para el cálculo de los diques en escollera (a formula for the calculation of rock-fill dikes), Technical Report HE-116-295, Revista de Obras Pblicas, Madrid, Spain. Translated by D. Heinrich, Fluid Mech. Lab., Univ. of California, Berkeley, CA, 1938.
R.Y. Hudson, Design of quarry-stone cover layers for rubble-mound breakwaters, Research Report 2-2, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS, 1958.
Hudson, 1959, Laboratory investigation of rubble-mound breakwaters, J. Waterways Harbour Division, 85, 93, 10.1061/JWHEAU.0000142
J.P. Ahrens, Large wave tank tests of riprap stability, Technical Memorandum 51, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center, Vicksburg, MS, 1975.
D.M. Thompson, R.M. Shuttler, Design of rip-rap slope protection against wind waves, Report 61, CIRIA, London, U.K., 1976.
J.W. Van der Meer, Rock slopes and gravel beaches under wave attack, Ph.D. diss., Delft hydraulics communication no. 396, Delft Hydraulics, Delft Hydraulics Laboratory, Emmeloord, The Netherlands, 1988.
Losada, 1982, Mound breakwaters under oblique wave attack, Coast. Eng., 6, 83, 10.1016/0378-3839(82)90017-5
K.W. Pilarczyk, K. Den Boer, Stability and profile development of coarse materials and their application in coastal engineering, in: Proceedings International Conference on Coastal and Port Engineering in Developing Countries, 1983, pp. 43–61.
O.J. Jensen, A monograph on rubble-mound breakwaters, Danish Hydraulic Institute, Hørsholm, Denmark, 1984.
Medina, 1988, Discussion on “Deterministic and probabilistic design of breakwater armor layers”, J. Waterways, Ports, Coast. Ocean Eng., 116, 508, 10.1061/(ASCE)0733-950X(1990)116:4(508)
Vidal, 1991, Stability of mound breakwater’s head and trunk, J. Waterways, Ports, Coast. Ocean Eng., 117, 570, 10.1061/(ASCE)0733-950X(1991)117:6(570)
Vidal, 1995, Stability of mound breakwater’s head and trunk, J. Waterways, Ports, Coast. Ocean Eng., 121, 88, 10.1061/(ASCE)0733-950X(1995)121:2(88)
T. Jensen, H. Andersen, Grønbeck, E.P.D.J. Mansard, M.H. Davies, Breakwater stability under regular and irregular wave attack, in: Proceedings 25th Coastal Engineering Conference, ASCE, vol. 2, 1996, pp. 1679–1692.
J.P. Ahrens, B.L. McCartney, Wave period effect on the stability of riprap, in: Proc. Civ. Engrg. in the Oceans III, ASCE, 1975, pp. 1019–1034.
SPM84, Shore Protection Manual, U.S. Army Engineer Waterways Experiment Station, Washington D.C., U.S. Government printing office Edition, 1984.
R.D. Carver, B.L. Wright, An investigation of random variations in the stability response of stone armored, rubble mound breakwaters, Technical Report CERC-91-17, U. S: Army Engineer Waterways Experiment Station, Vicksburg, MS, 1991.
H.L. Pfeiffer, Comparison of four rubble-mound stability equations with prototype data from burns harbor breakwater, Master’s thesis, Civil Engineering Department, Texas A& M University, 1991.
J.R. Medina, Wave climate simulation and breakwater stability, in: Proceedings of the 25th Coastal Engineering Conference, ASCE, 1996, pp. 1789–1802.
J.R. Medina, J. Garrido, M.E. Gómez-Martı´n, C. Vidal, Armor damage analysis using neural networks, in: Proceedings Coastal Structures, ASCE, 2003, pp. 236–248.
J.A. Melby, Damage progression on rubble–mound breakwaters, Technical Report CHL–99–17, US Army Corps of Engineers, Waterways Experiment Station, 1999.
Melby, 1998, Progression and variability of damage on rubblemound breakwaters, J. Waterway, Port, Coast. Ocean Eng., 124, 286, 10.1061/(ASCE)0733-950X(1998)124:6(286)
E. Castillo, A. Fernández-Canteli, H.A.S., On fitting a fatigue model to data, International Journal of Fatigue 21 (1999) 97–106.
Castillo, 2001, A general regression model for lifetime evaluation and prediction, Int. J. Fract., 107, 117, 10.1023/A:1007624803955
Castillo, 2006, A parametric lifetime model for the prediction of high cycle fatigue based on stress level and amplitude, Fatigue Fract. Eng. Mater. Struct., 29, 1031, 10.1111/j.1460-2695.2006.01068.x
Castillo, 2007, A fatigue model with local sensitivity analysis, Fatigue Fract. Eng. Mater. Struct., 30, 149, 10.1111/j.1460-2695.2006.01099.x
R. Gómez, R. Molina, E. Castillo, C. Castillo, Wave analysis using rainflow, J. Ocean. Eng., submitted for publication.
Johannesson, 1999, Rainflow Matrix for Switching Random Loads, 12, 281
I. Rychlik, Statistical wave analysis with application to fatigue., Ph.D. thesis, Lund University, Department of Mathematical Statistics, 1986.
Rychlik, 1988, Rain-flow-cycle distribution for ergodic load processes, SIAM J. Appl. Math., 48, 662, 10.1137/0148037
Rychlik, 1992, Rainflow cycles in gaussian loads, Fatigue Fract. Eng. Mater. Struct., 15, 57, 10.1111/j.1460-2695.1992.tb00016.x
P. Brodtkorb, P. Johannesson, G. Lindgren, I. Rychlik, J. Rydén, E. Sjö, WAFO - a Matlab toolbox for the analysis of random waves and loads, in: Proc. 10’th Int. Offshore and Polar Eng. Conf., ISOPE, Seattle, USA, vol. 3, 2000, pp. 343–350.
WAFO-group, WAFO - A Matlab Toolbox for Analysis of Random Waves and Loads - A Tutorial, Math. Stat., Center for Math. Sci., Lund Univ., Lund, Sweden, 2000.
Rychlik, 1987, A new definition of the rainflow cycle counting method, Int. J. Fatigue, 9, 119, 10.1016/0142-1123(87)90054-5
Rychlik, 1989, Simple approximations of the rain-flow-cycle distribution for discretized random loads, Prob. Eng. Mech., 48, 40, 10.1016/0266-8920(89)90006-4
P. Johannesson, G. Lindgren,, I. Rychlik, Rainflow modelling of random vehicle fatigue loads, Tech. Rep. 5, ITM, 1995.
Johannesson, 1998, Rainflow cycles for switching processes with markov structure, Prob. Eng. Infor. Sci., 12, 143, 10.1017/S026996480000512X
Castillo, 2008, Statistics Applied to Wave Climate on a Beach Profile, 157
Ruı´z Tolosa, 2005