Effects of seismically induced soil-structure interaction on buried pipes: Simplified analysis versus refined analysis

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Abstract

The paper discusses the effects of soil-structure interaction on buried straight pipes subjected to a severe earthquake. A refined method is introduced to evaluate the interaction effects in addition to the simplified design method. Both soil layering effect and ground water table effect are also discussed. A number of typical pipe examples are investigated. The limitations and applicabilities of the simplified method are clearly pointed out. Feasible modification for the simple formulas is suggested.

Original languageEnglish (US)
Pages (from-to)93-102
Number of pages10
JournalAmerican Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP
Volume275-1
StatePublished - 1994

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Soil structure interactions
Pipe
Groundwater
Earthquakes
Soils

All Science Journal Classification (ASJC) codes

  • Industrial and Manufacturing Engineering
  • Mechanical Engineering

Cite this

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title = "Effects of seismically induced soil-structure interaction on buried pipes: Simplified analysis versus refined analysis",
abstract = "The paper discusses the effects of soil-structure interaction on buried straight pipes subjected to a severe earthquake. A refined method is introduced to evaluate the interaction effects in addition to the simplified design method. Both soil layering effect and ground water table effect are also discussed. A number of typical pipe examples are investigated. The limitations and applicabilities of the simplified method are clearly pointed out. Feasible modification for the simple formulas is suggested.",
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publisher = "American Society of Mechanical Engineers(ASME)",

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