[1]
Jiong Guan, Per R. Nystr¢m, Hans F. Hansen, optimized solutions to control lateral buckling of pipelines with snaked-lay: theoretical and numerical studies, OMAE (2007)
DOI: 10.1115/omae2007-29256
Google Scholar
[2]
J.O. Rundsag, J P Kenny Norge AS, Stavanger, Norway, optimized snaked lay geometry, ISOPE (2008)
Google Scholar
[3]
A.D. Rathbone, K. Tørnes, G. Cumming et al. Effect of lateral pipelay imperfections on global buckling design. Proc. of the Eighteenth Int. Offshore and Polar Eng. Conf., 2008.
Google Scholar
[4]
J. Hooper, E. Maschner, T. Farrant, JP Kenny Ltd, HT/HP Pipe-in-Pipe Snaked Lay Technology-Industry Challenges, OTC (2004)
DOI: 10.4043/16379-ms
Google Scholar
[5]
Hobbs,R. E., Ling, F.. Thermal buckling of pipelines close to restraints. Proc. Of the Inter. Conf. on OMAE ,1989,V:121-127.
Google Scholar
[6]
Yong Bai, Qiang Bai. Subsea Pipelines and Risers. Elsevier Science Ltd, 2005.
Google Scholar
[7]
Lars Christensen, Perth, Displacement Control in Lateral Buckling of "Short" Pipelines. Proceedings of the Fifteenth (2005) International Offshore and Polar Engineering Conference.
Google Scholar
[8]
David Bruton, Malcolm Carr, Michael Crawford et al. The safe design of hot on-bottom pipelines with lateral buckling using the design guideline developed by the SAFEBUCK joint industry project. Deep Offshore Technology Conf., 2005.
Google Scholar
[9]
Enrico Torselleti, Luigino Vitali, Erik Levold. Snaking of submarine pipelines resting on flat sea bottom using finite element method. Proc 9th Int. Offshore and Polar Eng. Conf., 1999.
Google Scholar
[10]
Nader Yoosef-Ghodsi. Analysis of buried pipelines with thermal applications. Canada: University of Alberta , 2002.
Google Scholar
[11]
Costa, A.M., Oliveira Cardoso et al. Soil-structure interaction of heated pipeline buried in soft clay. International Pipeline Conference, 2005.
DOI: 10.1115/ipc2002-27193
Google Scholar