SIMPLIFIED AND REFINED EARTHQUAKE ANALYSES FOR BURIED PIPES

被引：4

作者：

CHEN, Y

机构：

[1] Department of Civil Engineering, Pennsylvania State University Middletown

来源：

MATHEMATICAL AND COMPUTER MODELLING | 1995年 / 21卷 / 11期

关键词：

BURIED PIPE; STRAIGHT PIPE; BENT PIPE; EARTHQUAKE; SIMPLIFIED METHOD; REFINED METHOD; LINEAR; NONLINEAR; MAXIMUM AXIAL FORCE; MAXIMUM BENDING MOMENT; PIPE EMBEDMENT; SOIL LAYERING; WATER TABLE; TRANSFER FUNCTIONS;

D O I：

10.1016/0895-7177(95)00078-G

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

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 rear pipe examples are investigated and the results obtained from various analysis methods are compared. Suggestions for modification of the design formulas are made.

引用

页码：47 / 60

页数：14

共 15 条

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Bathe K.J., 1976, NUMERICAL METHODS FI

[2] ON NON-LINEAR DYNAMIC ANALYSIS USING SUBSTRUCTURING AND MODE SUPERPOSITION [J].