[1]Recommended seismic design criteria for new steel moment-frame buildings, Report No. FEMA-350, SAC Joint Venture, Federal Emergency Management Agency,Washington DC,2000._
[2]Recommended seismic evaluation and upgrade criteria for existing welded steel moment-fram buildings, Report No. FEMA-351, SAC Joint Venture, Federal Emergency Management Agency, Washington DC, 2000
[3]Dimitrios Vamvatsikos and C.Allin Cornell;“ Incremental Dynamic Analysis”, Department of Civil and Environmental Engineering, Stanford University,2001
[4]Seismic evaluation and retrofit of concrete buildings, Report No. ATC-40, Advanced Technology Council,Redwood City, California, 1996.
[5]HSE; Health and Safety Executive.; Dynamic Push-Over Analysis of Jacket Structure, Offshore Technology Report- OTO 98 092, April 1999.
[6]ABAQUS Version 6.4 Documentation; “ABAQUS Analysis User’s Manual”, 2004.
[7]American Petroleum Institute.; Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms-Working Stress Design, API-RP2A, Washington, DC 20th Edition, 1996.
[8] خیری جلودار، سید عباس، تحلیل پوش آور دینامیکی سکوهای دریایی، پایان نامه کارشناسی ارشدف دانشکده مهندسی عمران، دانشگاه تهران، 1384
[9]Farzad Naeim; Seismic Design Handbook, Chapter 4; Dynamic Response of Structure; 2004.
[10]Bjorn Skallerud & Jorgen Amdahl.; Nonlinear Analysis of Offshore Structures, Technical University of Denmark, 2002.
[11]Al-Bermani,F.G.A, Kitipornachi,S.,“Elasto-Plastic Larg Deformation Analysis of Thin-Walled Structures.”Engineering Structures, Vol. 12, January 1990.
[12]Schmucker, D.G.;“Near-failure behavior of jacket-type offshore platforms in the extreme wave environment”,PHD Thesis , Reliability of Marine Structures Program,Report RMS-21, Dept. Civil Eng., Stanford university CA, USA, 1996.
[13]Poulos,H.G.,Davis,E.H., “Pile Foundation Analysis And Design.” John Wiley &Sons, Inc., 1980.