Reliability Analysis of Waste Tires Semi-Submersible Breakwater

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With the continuous development of social economy, China's port construction scale has become saturated. As an important part of the harbor, the breakwater plays a crucial role in the safety of the working environment in the harbor, and the reliability of the breakwater is an assessment of its safety. Build on the previous studies, this paper puts forward a semi-submersible breakwater using waste tires. The reliability of this breakwater is analyzed by Monte Carlo method of artificial neural network based on Matlab, and the results are compared to those of Direct sampling Monte Carlo method and Important sampling Monte Carlo method. The results show that the Monte Carlo method is able to analyze the reliability of overturning failure of semi-submersible breakwater of waste tire. Compared with the other two consequences, the result is more accurate. The Monte Carlo method of artificial neural network based on Matlab has the obvious advantage in being devoted to the problem of complex structure and variable. Safety of the breakwater meets the relevant requirements and can be applied to the actual engineering. It can be seen that waste tires has a high degree of reliability, daptability, and a wide range of applications.

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363-368

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April 2017

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© 2017 Trans Tech Publications Ltd. All Rights Reserved

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[1] X. D. Zhang, S. Dong, L. Zhang, G. W. Zhang. Monte Carlo Method for Reliability Analysis of Breakwater Using Artificial Neural Network.

Google Scholar

[2] M. Chen. Neural Network Model. Dalian University of Technology Press, (1995).

Google Scholar

[3] A. N. Williams, A. G. Abul-Azm. Dual pontoon floating breakwater. Ocean Eng. 24(5) (1997) 465-478.

DOI: 10.1016/s0029-8018(96)00024-8

Google Scholar

[4] H. Gotoh, S. D. Shao, T. Memita. SPH-les model for numerical investigation of wave interaction with partially immersed breakwater. Coast. Eng. J. 46(1) (2011) 1077.

DOI: 10.1142/s0578563404000872

Google Scholar

[5] Y. Liu, S. L. Xie. Determination of Partial Coefficient of Vertical Breakwater. Port Eng. Tech. 04 (1993) 11-17.

Google Scholar

[6] Study on hydrodynamic characteristics of a new semi-submerged open breakwater.

Google Scholar

[7] Structural Reliability Calculation. Science Press, (2015).

Google Scholar

[8] D. S. Hur, N. Mizutani. Numerical estimation of the wave forces acting on a three-dimensional body on submerged breakwater. Coast. Eng. 47(3) (2003) 329-345.

DOI: 10.1016/s0378-3839(02)00128-x

Google Scholar

[9] H. Oumeraci, Review and analysis of vertical breakwater failures — lessons learned. Coast. Eng. 22(1-2) (1994) 3-29.

DOI: 10.1016/0378-3839(94)90046-9

Google Scholar

[10] T. J. Hsu, T. Sakakiyama, L. F. Liu. A numerical model for wave motions and turbulence flows in front of a composite breakwater. Coast. Eng. 46(1) (2002) 25–50.

DOI: 10.1016/s0378-3839(02)00045-5

Google Scholar

[11] C. J. Huang, H. H. Chang, H. H. Hwung. Structural permeability effects on the interaction of a solitary wave and a submerged breakwater. Coast. Eng. 49(1–2) (2003) 1-24.

DOI: 10.1016/s0378-3839(03)00034-6

Google Scholar

[12] D. S. Jeng. Wave-induced seabed instability in front of a breakwater. Ocean Eng. 24(10) (1997) 887-917.

DOI: 10.1016/s0029-8018(96)00046-7

Google Scholar

[13] Calculation of reliability of vertical embankment based on neural network theory. Ocean University of China, (2012).

Google Scholar