Simplified and refined earthquake analyses for buried pipes

Y. Chen

doi:10.1016/0895-7177(95)00078-G

Simplified and refined earthquake analyses for buried pipes

Y. Chen

School of Science, Engineering & Technology (Harrisburg)

Research output: Contribution to journal › Article › peer-review

5 Scopus citations

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	https://doi.org/10.1016/0895-7177(95)00078-G
State	Published - Jun 1995

All Science Journal Classification (ASJC) codes

Modeling and Simulation
Computer Science Applications

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10.1016/0895-7177(95)00078-G

Cite this

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title = "Simplified and refined earthquake analyses for buried pipes",

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.",

author = "Y. Chen",

year = "1995",

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AB - 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.

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U2 - 10.1016/0895-7177(95)00078-G

DO - 10.1016/0895-7177(95)00078-G

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SP - 47

EP - 60

JO - Mathematical and Computer Modelling

JF - Mathematical and Computer Modelling

IS - 11

ER -

Simplified and refined earthquake analyses for buried pipes

Abstract

All Science Journal Classification (ASJC) codes

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