LARGE DEFORMATION BEHAVIOR OF BURIED PIPELINES WITH LOW-ANGLE ELBOWS SUBJECTED TO PERMANENT GROUND DEFORMATION
Author:
Affiliation:
1. JSCE
2. Fundamental Technology Laboratory
3. ASCE
4. School of Civil and Environmental Eng., Cornell University
5. Dept. of Civil Eng., Waseda University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/2001/675/2001_675_41/_pdf
Reference18 articles.
1. 1) Japan Gas Association: Nihonkai-Chubu earthquake and the city gas, Japan Gas Association (in Japanese), Tokyo Japan, 1984.
2. 2) O'Rourke, T. D. and Palmer, M. C.: Earthquake Performance of Gas Transmission Pipelines, Earthquake Spectra, Vol. 20, No. 3, pp. 493-527, 1996.
3. 3) Oka, S.: Damage of Gas Facilities by Great Hanshin Earthquake and Restoration Process”, Proceedings, 6th Japan-U. S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction, NCEER-96-0012, MCEER, Buffalo, NY, pp. 111-124, 1996.
4. 4) Yoshizaki, K., Hosokawa, N., Ando, H., Oguchi, N., Sogabe, K. and Hamada, M.: Deformation behavior of buried pipelines with elbows subjected to large ground deformation, Journal of Structural Mechanics and Earthquake Engineering (in Japanese), JSCE, No. 626/I-48, pp. 173-184. 1999.
5. 5) Yoshizaki, K., Hamada, M. and O'Rourke, T. D.: Large Deformation Behavior of Pipelines with Elbows, Proceedings, 5th U. S. Conference on Lifeline Earthquake Engineering, ASCE, Reston, VA, pp. 302-311, 1999.
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