Stress analysis of buried steel pipelines at strike-slip fault crossings

Soil Dynamics and Earthquake Engineering

Volumn 27, Issue 3, 2007, Pages 200-211

  Karamitros, Dimitrios K ^a   Bouckovalas, George D ^a   Kouretzis, George P ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

Buried steel pipelines; Design; Stress analysis; Strike slip faults

Indexed keywords

BENDING MOMENTS; ELASTIC MODULI; FINITE ELEMENT METHOD; PIPELINES; STEEL PIPE; STRAIN; STRESS ANALYSIS;

BEAM-ON-ELASTIC-FOUNDATION; DESIGN STRAIN; ELASTIC-BEAM THEORY; STRIKE-SLIP FAULTS;

EARTHQUAKES;

BENDING; DESIGN METHOD; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MOMENT TENSOR; NONLINEARITY; PIPELINE; STRESS ANALYSIS; STRIKE-SLIP FAULT; STRUCTURAL RESPONSE;

EID: 33750530417     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2006.08.001     Document Type: Article

References (13)

1. EERI. The Izmit (Kocaeli), Turkey Earthquake of August 17, 1999. EERI Special Earthquake Report, 1999.
2. Uzarski J, Arnold C. Chi-Chi, Taiwan, Earthquake of September 21, 1999, Reconnaissance Report. Earthquake Spectra, Professional J EERI 2001;17(Suppl. A).
3. American Lifelines Alliance-ASCE. Guidelines for the Design of Buried Steel Pipe, July 2001 (with addenda through February 2005).
4. Kennedy R.P., Chow A.W., and Williamson R.A. Fault movement effects on buried oil pipeline. Transport Eng J ASCE 103 (1977) 617-633
5. ASCE Technical Council on Lifeline Earthquake Engineering. Differential Ground Movement Effects on Buried Pipelines. Guidelines Seismic Des Oil Gas Pipeline Syst (1984) 150-228
6. Newmark N.M., and Hall W.J. Pipeline design to resist large fault displacement. Proceedings of the US National Conference on Earthquake Engineering (1975), University of Michigan, Ann Arbor 416-425
7. Wang L.R.L., and Yeh Y. A refined seismic analysis and design of buried pipeline for fault movement. Earthquake Eng Struct Dyn 13 (1985) 75-96
8. Calladine C.R. Theory of shell structures (1983), Cambridge University Press, Cambridge
9. CEN European Committee for Standardisation, Eurocode 8: Design of structures for earthquake resistance, Part 4: Silos, tanks and pipelines, Draft No 2, Ref. No. EN1998-4: 2003 (E), December 2003.
10. Takada S., Hassani N., and Fukuda K. A new proposal for simplified design of buried steel pipes crossing active faults. Earthquake Eng Struct Dyn 30 (2001) 1243-1257
11. Hansen J.B. The ultimate resistance of rigid piles against transversal forces. Bulletin 12 (1961), Danish Geotechnical Institute, Copenhagen, Denmark
12. Trautmann CH, O'Rourke TD. Behavior of pipe in dry sand under lateral and uplift loading. Geotechnical Engineering Report 83-6. Cornell University, Ithaca, New York, 1983.
13. The MacNeal-Schwendler Corporation. MSC/NASTRAN for Windows: Reference Manual, 1994.