Three-Dimensional Nonlinear Seismic Ground Response Analysis of Local Site Effects for Estimating Seismic Behavior of Buried Pipelines-Reference-Cited by-同舟云学术

Three-Dimensional Nonlinear Seismic Ground Response Analysis of Local Site Effects for Estimating Seismic Behavior of Buried Pipelines

Published:2014-04-03 Issue:4 Volume:136 Page:
ISSN:0094-9930
Container-title:Journal of Pressure Vessel Technology
language:en
Short-container-title:

Author:

Ichimura Tsuyoshi¹,Fujita Kohei²,Hori Muneo³,Sakanoue Takashi⁴,Hamanaka Ryo⁵

Affiliation:

1. Associate Professor Earthquake Research Institute, The University of Tokyo, 1-1-1 Yayoi, Bunkyo-ku, Tokyo 1130032, Japan e-mail:

2. Research Fellow of the Japan Society for the Promotion of Science (DC), Department of Civil Engineering, The University of Tokyo, 1-1-1 Yayoi, Bunkyo-ku, Tokyo 1130032, Japan e-mail:

3. Professor Earthquake Research Institute, The University of Tokyo, 1-1-1 Yayoi, Bunkyo-ku, Tokyo 1130032, Japan e-mail:

4. Researcher Tokyo Gas Co., Ltd., 1-7-7 Suehiro-cho, Tsurumi-ku, Yokohama 2300045, Japan e-mail:

5. Researcher Tokyo Gas Co., Ltd., 1-5-20 Kaigan, Minato-ku, Tokyo 1058527, Japan e-mail:

Abstract

Damage to buried pipelines caused by local amplification of seismic ground motion in highly nonuniform grounds is not yet fully understood. The development of methods to evaluate the amplification of ground motion in complex ground structures is thus desirable. Here, we report large-scale nonlinear seismic ground response analysis using a 3D nonlinear finite element method (FEM) and attempt to reproduce observed seismic ground motion. We also discuss the strain amplification processes and their effects on buried pipelines in detail. The findings are expected to aid in improving the seismic resistance of buried pipelines.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Link

http://asmedigitalcollection.asme.org/pressurevesseltech/article-pdf/doi/10.1115/1.4026208/6314095/pvt_136_04_041702.pdf

Reference16 articles.

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3. Northridge, California, Earthquake of 1994: Density of Pipe Breaks and Surface Strains;Soil Dyn. Earthquake Eng.,1997

4. Nonlinear Behavior of Soft Clays During Cyclic Loading;J. Geotech. Eng. Div.,1978

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