A simplified method in comparison with comprehensive interaction incremental dynamic analysis to assess seismic performance of jacket-type offshore platforms

Author:

Zolfaghari M. R.,Ajamy A.,Asgarian B.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference39 articles.

1. Ajamy A, Zolfaghari MR, Asgarian B, Ventura CE (2014) Probabilistic seismic analysis of offshore platforms incorporating uncertainty in soil–pile–structure interactions. J Constr Steel Res 101:265–279

2. American Society of Civil Engineers (ASCE) (2007) Seismic rehabilitation of existing buildings. ASCE/SEI 41-06. American Society of Civil Engineers/Structural Engineering Institute, Reston, VA

3. API recommended practice 2A (1993) Recommended practice for planning, designing and constructing fixed offshore platforms. API RP 2A, 20th edn. American Petroleum Institute, Washington

4. Asgarian B, Ajamy A (2010) Seismic performance of jacket type offshore platforms through incremental dynamic analysis. J Offshore Mech Arct Eng (OMAE):132

5. Asgarian B, Rahman Shokrgozar H (2013) A new bracing system for improvement of seismic performance of steel jacket platforms with float-over deck systems. Springer, Petroleum Science 10(3), pp 373–384

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