Pile–soil-structure interaction in pushover analysis of jacket offshore platforms using fiber elements

Author:

Asgarian Behrouz,Lesani Mohammad

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Non-linear analysis of offshore structures;Skallerud,2002

2. Pushover analysis: Why, how, when and when not to use it;Krawinkler,1994

3. Prakash V, Powell GH, Campbell S. DRAIN-3DX base program description & user guide. Berkeley (CA): Department of Civil Engineering, University of California; 1994. Report no.UCB/SEMM-94/07

4. Powell GH, Campbell S. DRAIN-3DX element description & user guide for element type 01, type 04, type 05, type 08, type 09, type 15 & type 17(Version1.10). Berkeley (CA): Department of Civil Engineering, University of California; 1994. Report no.UCB/SEMM-94/08

5. Zayas VA, Shing PB, Mahin SA, Popov EP. Inelastic structural modeling of braced offshore platforms for seismic loading. Earthquake Engineering Research Center. Berkeley (CA): Department of Civil Engineering, University of California; 1981. Report No.UCB/EERC-81/04.(Report to API)

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