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Information Journal Paper

Title

INVESTIGATION OF BURIED PIPLINE DUE TO DYNAMIC VIBRATION

Pages

  283-294

Abstract

 A numerical model based on the laboratory testing method for BURIED pipeline is presented to study the effect the effect of some parameters such as static & DYNAMIC stiffness, damping and added mass for pipe and surrounding material. The model set up is based on the theory of structural DYNAMIC and mechanical VIBRATION with application of the extension of fourier transfer in time and frequency domain.The loading system through the Servo-hydraulic, actuator and load cell which all are connected to the computer provide the control of laborator testing procedure. The pipe and surrounding material is modeled by box with a suitable scale and is equipped with some measuring system for controlling the effect of damping and relative longitudinal displacement for different section of the pipo. Comparison of the laboratory results with the other references confirms the testing procedure. However, the investigation shows that some parameters such as static and DYNAMIC stiffness, added mass for different conditions can be estimated for different BURIED depth and diameter of pipeline. The effect of pipe materials, soil compactness, soil water content, frequency and amplitude of the harmoniuc loading are studied in this paper.

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    APA: Copy

    ROSHAN, A.M.G., & RAJAEI, H.. (2002). INVESTIGATION OF BURIED PIPLINE DUE TO DYNAMIC VIBRATION . AMIRKABIR, 13(50), 283-294. SID. https://sid.ir/paper/832/en

    Vancouver: Copy

    ROSHAN A.M.G., RAJAEI H.. INVESTIGATION OF BURIED PIPLINE DUE TO DYNAMIC VIBRATION . AMIRKABIR[Internet]. 2002;13(50):283-294. Available from: https://sid.ir/paper/832/en

    IEEE: Copy

    A.M.G. ROSHAN, and H. RAJAEI, “INVESTIGATION OF BURIED PIPLINE DUE TO DYNAMIC VIBRATION ,” AMIRKABIR, vol. 13, no. 50, pp. 283–294, 2002, [Online]. Available: https://sid.ir/paper/832/en

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