Simplified and refined earthquake analyses for buried pipes

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Abstract

The paper discusses the simplified and refined analysis methods for buried pipes subjected to a strong earthquake. Effects of soil-structure interaction, pipe embedment, soil layering, material nonlinearity, and ground water table fluctuation are evaluated. A number of real pipe examples are investigated and the results obtained from various analysis methods are compared. Suggestions for modification of the design formulas are made.

Original languageEnglish (US)
Pages (from-to)47-60
Number of pages14
JournalMathematical and Computer Modelling
Volume21
Issue number11
DOIs
StatePublished - Jun 1995

All Science Journal Classification (ASJC) codes

  • Modeling and Simulation
  • Computer Science Applications

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