___

• Sobey A.J, Blake J.I.R, Shenoi R.A., Monto Carlo Reliability Analysis of Tophat Stiffened Composite Plate Structures Under Out of Plane Loading. Reliability Engineering and System Safety, 2013; 110: 41-49.
• Mayer M., Die Sicherheit Der Bauwerke und İhre Berechnung Nach Grenzkraften Statt Nach Zulassigen Spannung, Springer-Verlag, 1926.
• Streletzki N.S., Statistical Basis for the Evaluation of the Structural Safety Factor. State Publishing House for Buildings, Moscow, Stroizdat, 1947.
• Wierzbicki W., Safety of Structures as a Probabilistic Problem, Technical Report. Warsaw, Poland: Przeglad Techniczny. Gaspar B, Guedes Soares C., Hull Girder Reliability Using a Monte Carlo based Simulation Method, Probabilistic Engineering Mechanics, 2013; 31: 65-75.
• Ivanov L.D, Rousev S.G., Statistical Estimation of Reduction Coefficient of Ship’s Hull Plates with Initial Deflections, Naval Architecture, 1979; 4: 158-160.
• Guedes Soares C., Uncertainty Modeling in Plate Buckling, Structural Safety, 1988; 5:17
• Kmiecik M, Guedes Soares C., Response Surface Approach to The Probability Distribution of The Strength of Compressed Plates, Marine Structures, 2002; 15: 139-156.
• Garbatov Y, Tekgoz M, Guedes Soares C., Uncertainty Assessment of the Ultimate Strength of a Stiffened Panel. Proceedings of the 4th International conference on Marine Sutructures,Espoo, Finland, 2013.
• Gaspar B, Naess A, Leira B. J, Guedes Soares C., System Reliability Analysis of Stiffened Panel Under Combined Uniaxial compression and Lateral Pressure Loads. Structural Safety, ; 39: 30-43. ANSYS 14.5 user’s manual. Paik J. K, Thayamballi A. K., Ultimate Limit State Design of Steel-Plated Structures, Wiley, 2003.
• Chen Y. Ultimate Strength Analysis of Stiffened Panels Using A Beam-Column Method. Doctoral Dissertation, Virginia Polytechnic Institute and State University 2003; Virginia, USA.
• Proceedings of the 18th International Ship and Offshore Structures Congress, Committee III.1 Ultimate Strength, Rostock, Germany, 2012.
• Pu Y, Mesbahi E., Application of Artificial Neural Networks to evaluation of Ultimate Strength of Steel Panels, Engineering Structures, 2006; 28: 1190-1196. Ekler
• Ek A: Stifnerli panel boyutları. ns Panel a(mm) b(mm) tp(mm) hw(mm) tw(mm) bf(mm) tf(mm) β P75 P76 P77 7264 Panel P26 P27 P28 P29 1830