Analysis of buried lifeline under seismic wave propagation using ground strain concept

Moon Kyum Kim; Yun Mook Lim; Woo Yeon Cho; Kangwon Lee

doi:10.1061/40574(2001)57

Analysis of buried lifeline under seismic wave propagation using ground strain concept

Moon Kyum Kim, Yun Mook Lim, Woo Yeon Cho, Kangwon Lee

Department of Civil and Environmental Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

In this study, a modified ground strain model is developed to apply an equivalent earthquake load for the seismic analysis of buried pipelines. The ground strain can be obtained using the ratio of maximum ground velocity to wave propagation velocity. To reflect soil conditions and seismic characteristics, the wave propagation velocity is evaluated by a proposed dispersion curve based on wave energy distribution. In order to verify the developed ground strain model, the results of this study are compared with the observed ground strains of earthquake data. The results of the analyses are compared with those of a dynamic analysis and a response displacement method. Finally various parametric studies considering different properties of pipelines are performed.

Original language	English
Title of host publication	Pipelines 2001
Subtitle of host publication	Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference
DOIs	https://doi.org/10.1061/40574(2001)57
Publication status	Published - 2004
Event	Pipelines 2001: Advances in Pipeline Engineering and Construction - San Diego, CA, United States Duration: 2001 Jul 15 → 2001 Jul 18

Publication series

Name	Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference
Volume	107

Other

Other	Pipelines 2001: Advances in Pipeline Engineering and Construction
Country/Territory	United States
City	San Diego, CA
Period	01/7/15 → 01/7/18

All Science Journal Classification (ASJC) codes

Energy Engineering and Power Technology
Mechanics of Materials
Metals and Alloys

Access to Document

10.1061/40574(2001)57

Cite this

Kim, M. K., Lim, Y. M., Cho, W. Y., & Lee, K. (2004). Analysis of buried lifeline under seismic wave propagation using ground strain concept. In Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference (Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference; Vol. 107). https://doi.org/10.1061/40574(2001)57

Kim, Moon Kyum ; Lim, Yun Mook ; Cho, Woo Yeon et al. / Analysis of buried lifeline under seismic wave propagation using ground strain concept. Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference. 2004. (Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference).

@inproceedings{5fc106a2212b4ad88e74d87face9a0d7,

title = "Analysis of buried lifeline under seismic wave propagation using ground strain concept",

abstract = "In this study, a modified ground strain model is developed to apply an equivalent earthquake load for the seismic analysis of buried pipelines. The ground strain can be obtained using the ratio of maximum ground velocity to wave propagation velocity. To reflect soil conditions and seismic characteristics, the wave propagation velocity is evaluated by a proposed dispersion curve based on wave energy distribution. In order to verify the developed ground strain model, the results of this study are compared with the observed ground strains of earthquake data. The results of the analyses are compared with those of a dynamic analysis and a response displacement method. Finally various parametric studies considering different properties of pipelines are performed.",

author = "Kim, {Moon Kyum} and Lim, {Yun Mook} and Cho, {Woo Yeon} and Kangwon Lee",

year = "2004",

doi = "10.1061/40574(2001)57",

language = "English",

isbn = "0784405743",

series = "Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference",

booktitle = "Pipelines 2001",

note = "Pipelines 2001: Advances in Pipeline Engineering and Construction ; Conference date: 15-07-2001 Through 18-07-2001",

}

Kim, MK , Lim, YM, Cho, WY & Lee, K 2004, Analysis of buried lifeline under seismic wave propagation using ground strain concept. in Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference. Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference, vol. 107, Pipelines 2001: Advances in Pipeline Engineering and Construction, San Diego, CA, United States, 01/7/15. https://doi.org/10.1061/40574(2001)57

Analysis of buried lifeline under seismic wave propagation using ground strain concept. / Kim, Moon Kyum ; Lim, Yun Mook; Cho, Woo Yeon et al.
Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference. 2004. (Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference; Vol. 107).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Analysis of buried lifeline under seismic wave propagation using ground strain concept

AU - Kim, Moon Kyum

AU - Lim, Yun Mook

AU - Cho, Woo Yeon

AU - Lee, Kangwon

PY - 2004

Y1 - 2004

N2 - In this study, a modified ground strain model is developed to apply an equivalent earthquake load for the seismic analysis of buried pipelines. The ground strain can be obtained using the ratio of maximum ground velocity to wave propagation velocity. To reflect soil conditions and seismic characteristics, the wave propagation velocity is evaluated by a proposed dispersion curve based on wave energy distribution. In order to verify the developed ground strain model, the results of this study are compared with the observed ground strains of earthquake data. The results of the analyses are compared with those of a dynamic analysis and a response displacement method. Finally various parametric studies considering different properties of pipelines are performed.

AB - In this study, a modified ground strain model is developed to apply an equivalent earthquake load for the seismic analysis of buried pipelines. The ground strain can be obtained using the ratio of maximum ground velocity to wave propagation velocity. To reflect soil conditions and seismic characteristics, the wave propagation velocity is evaluated by a proposed dispersion curve based on wave energy distribution. In order to verify the developed ground strain model, the results of this study are compared with the observed ground strains of earthquake data. The results of the analyses are compared with those of a dynamic analysis and a response displacement method. Finally various parametric studies considering different properties of pipelines are performed.

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DO - 10.1061/40574(2001)57

M3 - Conference contribution

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SN - 0784405743

SN - 9780784405741

T3 - Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference

BT - Pipelines 2001

T2 - Pipelines 2001: Advances in Pipeline Engineering and Construction

Y2 - 15 July 2001 through 18 July 2001

ER -

Kim MK , Lim YM, Cho WY, Lee K. Analysis of buried lifeline under seismic wave propagation using ground strain concept. In Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference. 2004. (Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference). doi: 10.1061/40574(2001)57

Analysis of buried lifeline under seismic wave propagation using ground strain concept

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