[1]       Siahtiri, R., Taheri, A., Abbasnia, A. (2016). “Evaluation of touch down point displacement of cable catenary risers under random wave.” International Conference on Mechanical Engineering, ISME, 26-28 April,Yazd, Iran.

[2]       Howells, H. (1995). “Advances in steel catenary riser design.” DEEPTEC, February, Aberdeen, Scotland.

[3]       Bridge C., Howells, H. (2007). “Observations and modeling of steel catenary riser trenches.” International Offshore and Polar Engineering Conference, ISOPE, July 1-6, Lisbon, Portugal.

[4]       Phifer, E., Kopp, F., Swanson, R., Allen, D., Langner, C. (1994). “Design and installation of auger steel catenary risers.” Offshore Technology Conference, OTC , 2-5 May, Houston, Texas, USA.

[5]       Serta, O. B., Mourelle, M. M. (1997). “Catenary riser for the marlim field FPS P-XVIII.” Offshore Technology Conference, OTC, 5-9 May, Houston, Texas, USA.

[6]       Edwards, R. Y., Zauli, R., Filho, M., William, F. (1999). “Load monitoring at the touchdown point of the first steel catenary riser installed in a deepwater moored semisubmersible platform.” Offshore Technology Conference, OTC, 3–6 May, Houston, Texas, USA.

[7]       Seyed, F. B. (1991). “Parametric studies of flexible risers.” International Offshore and Polar Engineering Conference, ISOPE, 11-16 August, Edinburgh, United Kingdom.

[8]       C. P. Sparks, C. P. (2007). “Fundamentals of marine riser mechanics.”, 1st ed. Tulsa, Oklahoma, USA, PennWell Corporation.

[9]       Siahtiri R., Taheri, A. (2016). “Modeling and design of steel catenary pipeline for sardar-e jangal gas field in caspian sea under random wave.” International Conference on Civil Engineering, 27 May, Tehran, Iran.

[10]     You, J. H. (2005). “Numerical model for steel catenary riser on seafloor support.” Master Thesis, Texas A&M University, USA.

[11]     Brennodden, H., Lieng, J. T., Sotberg, T., Verley, R. L. P. (1989). “An energy-based pipe-soil interaction model.” Offshore Technology Conference, OTC, May 1-4 Houston, Texas, USA.

[12]     Wagner, D. A., and Murff, J. D. (1987). “Pipe-soil interaction model.” Offshore Technology Conference, OTC , April 27-30, Houston, Texas, USA.

[13]     White, D. J., Cheuk, C. Y. (2008). “Modelling the soil resistance on seabed pipelines during large cycles of lateral movement.” Marine Structures, vol. 21, pp. 59–79.

[14]     API RP 2RD, (2009). “Design of risers for floating production systems (FPSs) and tension-leg platforms (TLPs)”.

[15]     DnV OS F201, (2010). “Offshore standard for dynamic risers”.

[16]     Ruswandi, M. I. (2009). “Improvisation of deepwater weight distributed steel catenary riser.” Master Thesis, Stavanger University, Stavanger, Norway.

[17]     Thompson, H., Grealish, F., Young, R., Wang, H. (2002). “Typhoon steel catenary risers: As-built design and verification.” Offshore Technology Conference, OTC, 6-9 May, Houston, Texas, USA.

[18]     Bai, X., Huang, W., Augusto, M. (2015). “Riser-soil interaction model effects on the dynamic behavior of a steel catenary riser.” Mar. Struct., vol. 41, pp. 53–76.

[19]     Shiri, H. (2014). “Response of steel catenary risers on hysteretic non-linear seabed.” Appl. Ocean Res., vol. 44, pp. 20–28.

[20]     Elosta, H., Huang, S., Incecik, A. (2013). “Dynamic response of steel catenary riser using a seabed interaction under random loads.” Ocean Eng., vol. 69, pp. 34–43.

[21]     DnV RP F109, (2007). “On bottom stability design of submarine pipelines”.

[22]     Sorensen, R. M. (2006). “Basic Coastal Engineering.” Third Edit, New York, USA, Springer.

[23]     McCormick, M. E. (2010). “Ocean engineering mechanics.” First edit. Cambridge University Press.