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 language | English (US) |
|---|---|
| Pages (from-to) | 47-60 |
| Number of pages | 14 |
| Journal | Mathematical and Computer Modelling |
| Volume | 21 |
| Issue number | 11 |
| DOIs | |
| State | Published - Jun 1995 |
All Science Journal Classification (ASJC) codes
- Modeling and Simulation
- Computer Science Applications
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