Centrifuge modeling of buried continuous pipelines subjected to reverse faulting
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Shiro Takada | Majid Moradi | Mahdi Rojhani | S. Takada | Abbas Galandarzadeh | M. Moradi | M. Rojhani | A. Galandarzadeh
[1] R. E. Hobbs. Pipeline buckling caused by axial loads , 1981 .
[2] J. Hartley Daniels,et al. Behavior of Continuous Crane Rails , 1971 .
[3] Michael J. O'Rourke,et al. Behaviour of continuous pipeline subject to transverse PGD , 1997 .
[4] Katsumi Fukuda,et al. A new proposal for simplified design of buried steel pipes crossing active faults , 2001 .
[5] Michael J. O'Rouke,et al. Response of buried pipelines subject to earthquake effects , 1999 .
[6] Thomas D. O'Rourke,et al. Centrifuge Modeling of Earthquake Effects on Buried High-Density Polyethylene (HDPE) Pipelines Crossing Fault Zones , 2008 .
[7] Richard Vynne Southwell,et al. On the General Theory of Elastic Stability , 1914 .
[8] Tarek Abdoun,et al. Centrifuge modeling of PGD response of buried pipe , 2005 .
[9] Michael D. Symans,et al. Buried high-density polyethylene pipelines subjected to normal and strike-slip faulting — a centrifuge investigation , 2008 .