On the energy dissipation of jacket type offshore platforms with different pile–leg interactions

Author:

Alanjari P.,Asgarian B.,Bahaari M.R.,Honarvar M.R.

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference16 articles.

1. Etterdal B, Askheim D, Grigorian H, Gladsø R. Strengthening of offshore steel components using high-strength grout: Component testing and analytical methods. In: Proc. OTC, Paper 13192. 2001

2. Honarvar MR, Bahaari MR, Asgarian B. Effect of grouting in jacket type offshore platforms pile–leg interaction in nonlinear range of deformation. Journal of Offshore Mechanics and Arctic Engineering 2007; Paper No. OMAE 07-1007, in press [doi:10.1115/1.2904586]

3. Cyclic inelastic behavior and analytical modeling of pile–leg interaction in jacket type offshore platform;Honarvar;Journal of Applied Ocean Research,2008

4. Zayas VA, Popov EP, Mahin SA. Cyclic inelastic buckling of tubular steel Braces. Report no. UCB/EERC-80/16. Berkeley (CA): University of California; 1980

5. Zayas VA, Mahin SA, Popov EP. Cyclic inelastic behavior of steel offshore structures. Report no. UCB/EERC-80/27. Berkeley (CA): University of California; 1980

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