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3 14                                                     Part II UItimate Strength

                 15.6  References
                 1.   API  (1 991),  “Recommendations  for  Planning,  Designing  and  Constructing  Fixed
                      Offshore Platforms”, API Recommended Practice 2A (RP 2A),  19th Edition, August 1,
                     American Petroleum Institute.
                 2.   Archer,  J.S.,  (1965),  “Consistent Matrix  Formulations for  Structural Analysis  using
                     Finite Element Techniques”, AIAAjoumal, Vol. 3, pp.  1910-1918.
                 3.   Bai,  Y.,  (1990),  “SANDY-A  Structural Analysis  Program  for  Static  and  Dynamic
                     Response  of  Nonlinear  Systems”,  Theoretical  Manual.  User’s  Manual  and
                     Demonstration Problem Manual, Century Research Center Corporation, Japan.
                 4.   Bai, Y and Terndrup Pedersen, P. (1991), “Earthquake Response of Offshore Structures”,
                      Proc. 10” int. Conf. on Offshore Mechanics Arctic Engineering, OMAE ‘91, June.
                 5.   Chopra, A.K.  (1995), “Dynamics of Structures, Theory and Applications to Earthquake
                     Engineering”,  Prentice-Hall, Inc.
                 6.   Clough, R.W. and Penzien, J. (1979, “Dynamics of Structures”, MsGrwa-Hill.
                 7.   Haythomthwaite, R.M.,  (1957), “Beams with Full End Fixity”, Engineering, Vol. 183 pp.
                      1 10-1 12.
                 8.   Kannan, A.E.  and Powell, G.H.,  (1973), “DRAIN-2D - A General Purpose Computer
                      Program for Dynamic Response of Inelastic Plane Structures”, User’s Guide, Report No.
                      EERC 73-6 University of California, Berkeley.
                 9.   Nedergaard, H. and Pedersen, P.T.,  (1986), “Analysis Procedure for Space Frames with
                      Material  and  Geometrical Nonlinearities”, Europe-US  Symposium  - Finte  Element
                      Methods for Nonlinear Problems, Edited by Bergan, Bathe and Wunderlich, Springer, pp.
                      211-230.
                 10.  Newmark, N.M.,  (1 959), “A Method of Computation for Structural Dynamics”, Journal
                      of Engineering Mechanics Division, ASCE, Vol. 85, pp. 67-94.
                 11.  Penzien, J.,  (1976), “Seismic Analysis of Gravity Platforms Including  Soil-sttructure
                      Interaction Effects”, Offshore Technology Conference (OTC), Paper No. 2674.
                 12.  Przemieniecki,  J.S., (1968), “Theory of Matrix Structural Analysis”, McGraw-Hill, Inc.
                 13.  Sarpkaya, T.  and  Isaacson,  M.,  (1981),  “Mechanics of  Wave  Forces  on  mshore
                      Structures”,  Van Nostrand Reinhold Company.
                 14.  Ueda, Y.  and Yao,  T.,  (1982), “The Plastic Node Method: A New  Method of Plastic
                      Analysis”,  Computer Methods in  Applied  Mechanics and  Engineering, Vol.  34, pp.
                      1089-1104.
                 15.  Yao, T.,  Fujikubo, M.,  Bai, Y.;  Nawata. T. and Tamehiro, M.,  (1986), “Local Buckling
                      of Bracing Members in Semi-submersible Drilling Unit  (1” Report)”,  Journal of the
                      Society of Naval Architects of Japan, Vol. 160, pp. 359-371 (in Japanese).
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