Page 272 - Marine Structural Design

1. Archer, J.S. (1 969, “Consistent Matrix Formulations for Structural Analysis Using
Finite Element Techniques”, AIAA Journal, 3, 1910 - 1918.
2. Bai Y. and Pedersen, P.T. (1991), “Earthquake Response of Offshore Structures”, Proc.
of the loth Int. Conference on Offshore Mechanics and Arctic Engineering, OMAE ’91,
Stavanger.
3. Bai,Y. and Pedersen, P.T. (1991), “Collision Response of Offshore Structures and
Bridges”, International Symposium on Marine Structures, ISMS ’91, Shanghai.
4. Bai,Y. (1991), “SANDY - A Structural Analysis Program for Static and Dynamic
Response of Nonlinear System”, User’s Manual, Version 2, Department of Ocean
Engineering, The Technical University of Denmark, March 1991.
5. Bathe, K. J. (1 986), “Finite Element Methods”, Springer.
6. Chakrabarty, J. (1 987), “Theory of Plasticity”, McGraw-Hill Book Company.
7. Chen, W.F. and Han, D.J. (1987), “Plasticity for Structural Engineers”, Springer.
8. Fujikubo, M., Bai, Y., and Ueda, Y., (1991), “Dynamic Elastic-Plastic Analysis of
Offshore Framed Structures by Plastic Node Method Considering Strain-Hardening
Effects”, Int. J. Offshore Polar Engng Conf. 1 (3), 220-227.
9. Hill, R. (1 950), “The Mathematical Theoly of Plasticity”, Oxford Univ. Publisher.
10. Jones, N. (1 989), “Structural Impacts”, Cambridge University Press.
11. Liu, J.H. and Jones, N. (1987), “Experimental Investigation of Clamped Beams Struck
Transversely by a Mass”, Int. J. Impact Engng. 6(4), 303 - 335.
12. Liu, J.H. and Jones, N. (1988), “Dynamic Response of a Rigid Plastic Clamped Beam
Struck by a Mass at Any Point on the Span”, Int. J. Solids Struct, 24(3), 25 1- 270.
13. Messmer, S. and Sayir, M. (1988), “Dynamic Elastic-Plastic Behavior of a Frame”,
Engineering Computation, 5,23 1 - 240.
14. Mosquera, J.M., Symonds, P.S. and Kolsky, H. (1985), “On Elastic-Plastic Rigid-Plastic
Dynamic Response with Strain Rate Sensitivity”, Int. J. Mech. Sci., 27, 741 - 749.
15. Mosquera, J.M., Symonds, P.S. and Kolsky, H. (1985), “Impact Tests on Frames and
Elastic-Plastic Solutions”, J. of Eng. Mech., ASCE, 11 l(1 l), 1380 - 1401.