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Seismic design of buried steel water pipelines

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Autor
Karamanos, S. A.; Keil, B.; Card, R. J.
Fecha
2014
DOI
10.1061/9780784413692.091
Materia
Earthquakes
Soil liquefaction
Sustainable development
Water pipelines
Buried pipelines
Earthquake action
Lateral spreading
Non-linear finite elements
Seismic hazards
Steel water pipelines
Structural analysis and designs
Tectonic faults
Seismic design
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Resumen
The present paper provides an overview of available tools and provisions for the structural analysis and design of buried welded (continuous) steel water pipelines in seismic areas, subjected to earthquake action. Both transient and permanent ground actions (coming from tectonic faults, landslides, and liquefaction-induced lateral spreading) are considered. Specific issues are discussed on the modeling of the interacting pipeline-soil system using either simple analytical models or nonlinear finite elements, and their main advantages and disadvantages are pinpointed. Subsequently, the resistance of buried pipelines is discussed, with emphasis on possible failure modes. Finally, possible mitigations measures for reducing seismic effects are discussed for the safe operation of steel water pipelines against seismic hazard. © 2014 American Society of Civil Engineers.
URI
http://hdl.handle.net/11615/29008
Colecciones
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ. [19735]
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