Thrust Restraint of Buried Pipelines Subjected to Internal Pressure, Thermal, and Earthquake Loads
Author:
Affiliation:
1. Senior Principal, Simpson Gumpertz & Heger Inc., 480 Totten Pond Rd., Waltham, MA 02451.
2. Project Consultant, Simpson Gumpertz & Heger Inc., 480 Totten Pond Rd., Waltham, MA 02451 (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/JPSEA2.PSENG-1493
Reference24 articles.
1. Ariman T. and B. J. Lee. 1992 “Tension/bending behaviour of buried pipelines subject to fault movements in earthquakes ” In Proc. 10th World Conf. on Earthquake Engineering 5423–5426. Rotterdam Netherlands: A.A. Balkema.
2. Thrust Restraint Design and Analysis for Continuous Pipelines: Case Study of Steel Pipe Using M9, M11, and Fiberglass Analyses
3. Hall W. J. D. J. Nyman E. Johnson and J. D. Norton. 2003. “Performance of the Trans-Alaskan pipeline in the November 3 2002 Denali fault earthquake.” In Proc. 6th US Conf. and Workshop on Lifeline Earthquake Engineering 522–534. Reston VA: ASCE.
4. Hetenyi, M. 1946. Chap. 4 in Beams on elastic foundation. Ann Arbor, MI: University of Michigan Press.
5. Jung J. K. and K. Zhang. 2011. “Finite element analyses of soil-pipe behavior in dry sand under lateral loading.” In Proc. Pipelines 2011: A Sound Conduit for Sharing Solutions–Proc. Pipelines 2011 Conf. 312–324. Reston VA: ASCE.
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