References
- Alanjari P, Asgarian B, Bahari MR, Honarvar MR. 2009. On the energy dissipation of jacket type offshore platforms with different pile-leg interactions. J Appl Ocean Res. 31(2):82–89.
- Alanjari P, Asgarian B, Kia M. 2011. Nonlinear joint flexibility element for modeling of jacket-type offshore platforms. J Appl Ocean Res. 33(2):147–157.
- ANSYS. 2005. User's manual, version 10. Houston (PA): ANSYS Inc., 153421300
- Bomel Limited. 1992. Analytical and experimental investigation of the behavior of tubular frames. Phase II. Part 4: Summary and conclusions from Phase I and Phase II, Joint Industry Funded Research Program.
- Bouwkamp JG, Hollings JP, Maison BF, Row DG. 1980. Effects of joint flexibility on the response of offshore towers. Offshore Technology Conference Houston (TX); 5–8 May, Paper 3901.
- Buitrago J, Healy BE, Chang TY. 1993. Local joint flexibility of tubular joints. Proc Offshore Mech Arct Eng Conf, OMAE, Glasgow.
- Chen B, Hu Y. 1996. Fatigue in offshore structures: local flexibility of tubular joints of offshore platforms. Edited by Dover WD, Madhava R, Volume 1. Brookfield (WI): Balkema (Rotterdam).
- Choo YS, Qian XD, Foo KS. 2005. Nonlinear analysis of tubular space frame incorporating joint stiffness and strength. Tenth International Jack-Up Platform Conference,; London; 13–14 September.
- Dier AF. 2005. Tubular joint technology for offshore structures. Int J Steel Struct. 5:495–502.
- Fessler H, Mockford PB, Webster JJ. 1986a. Parametric equations for the flexibility matrix of single brace tubular joint in offshore structures. Proc Inst Civil Eng. 81(4):659–673.
- Fessler H, Mockford PB, Webster JJ. 1986b. Parametric equations for the flexibility matrix of multi-brace tubular joint in offshore structures. Proc Inst Civil Eng. 81(4):675–696.
- Fessler H, Spooner H. 1981. Experimental determination of stiffness of tubular joints. Edited by Faulkner D, Cowling M, Frieze P. London: Applied Science Publishers.
- Jubran J, Cofer W. 1995. Finite element modeling of tubular joints, I: numerical results. J Struct Eng. 121(3):496–508.
- Lee J, Hino S, Toshiaki O, Seo S. 2002. Static loading performance of tubular joint in multi-column composite bridge piers. Mem Fac Eng, Kyushu Univ. 62(3):129–137.
- Lee M, Parry A. 2005. Strength prediction for ring-stiffened DT-joints in offshore jacket structures. J Eng Struct. 27(3):421–430.
- Marquardt D. 1963. An algorithm for least-squares estimation of nonlinear parameters. J Soc Ind Appl Math. 11(2):431–441.
- OpenSees command language manual. 2006. Pacific earthquake engineering research center, Berkeley (CA).
- Ueda Y, Rashed SMH, Nakacho K. 1990. An improved joint model and equations for flexibility of tubular joints. J Offshore Mech Arct Eng. 112:157–168.
- Van der Vegte GJ. 1995. The static strength of uniplanar and multiplanar tubular T- and X- joints [doctoral dissertation]. Delft: Delft University of Technology.
- Wang W, Chen Y. 2007. Hysteretic behavior of tubular joints under cyclic loading. J Constr Steel Res. 63(10):1384–1395.
- Zayas VA, Mahin SA, Popov EP. 1980. Cyclic inelastic behavior of steel offshore structures. Report No. UCB/EERC-80/27. Berkeley (CA): University of California.