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TECHNICAL PAPERS

Development of Seismic Design Code for High Pressure Gas Facilities in Japan

[+] Author and Article Information
Heki Shibata

University of Tokyo, 1-5-203 Sakurajousui 4, Setagaya-ku, Tokyo, 156-0045, Japan

Kohei Suzuki

Department of Mechanical Engineering, Tokyo Metropolitan University, 1-1 Minami-Osawa, Hachioji-shi, Tokyo, 192-0397, Japan

Masatoshi Ikeda

High Pressure Gas Industry Division, High Pressure Gas Safety Institute of Japan, 4-3-9 Toranomon, Minato-ku, Tokyo, 105-8447, Japan

J. Pressure Vessel Technol 126(1), 2-8 (Feb 26, 2004) (7 pages) doi:10.1115/1.1638788 History: Received September 26, 2003; Revised October 13, 2003; Online February 26, 2004
Copyright © 2004 by ASME
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References

Akiyama, H., 1998, “Advanced Approach for Seismic Design of High Pressure Gas Facilities in Kanagawa Prefecture, Japan: Part 2. Basic Concept of Ultimate Strength Design Method,” Proceeding of ASME/JSME PVP Conference.
Ishida, K., Akiyama, H., Endo, S., and Ochi, Y., 1998, “Advanced Approach for Seismic Design of High Pressure Gas Facilities in Kanagawa Prefecture, Japan: Part 3. Application of Ultimate Strength Design Method to Storage Tanks,” Proceeding of ASME/JSME PVP Conference.
Inaba, M., Akiyama, H., Ikeda, M., and Ochi, Y., 1998, “Advanced Approach for Seismic Design of High Pressure Gas Facilities in Kanagawa Prefecture, Japan: Part 4. Application of Ultimate Strength Design Method to Towers,” Proceeding of ASME/JSME PVP Conference.
, 1984, “Report On Shaking Table Test of Steel Cylindrical Storage Tank: No. 1 to 3 Report,” Journal of High Pressure Gas, 21(8), pp. 440–452 (in Japanese).
, 1982, “Vibration Test Report of Steel Tower,” Journal of High Pressure Gas, 19(10), pp. 497–518 (in Japanese).
, 1973, “Vibration Test Report of Large Scaled LPG Spherical Storage Tank,” Journal of JLPA, 10(10), pp. 17–64 (in Japanese).
Mukaimachi, N., Ando, F., and Ikeda, M., 2002, “An Advanced Computational Method for Nonlinear Behavior of Piping Systems subject to Earthquake,” Proceeding of ASME/JSME PVP Conference.
Ando, F., Sawa, T., and Ikeda, M., 2002, “A New Design Method for Leakage and Damage for Piping Components Subjected to High Level Earthquake,” Proceeding of ASME/JSME PVP Conference.
Inaba, M., Ikeda, M., Shimizu, N., and Tetsuya, W., “A New Seismic Criteria of Piping Systems in High Pressure Gas Facilities,” Proceeding of ASME/JSME PVP Conference.
Yasuda, S., and Berrill, J. B., 2000, “Observation of the Earthquake Response of Foundations in Soil Profiles Containing Saturated Sands,” An International Conference On Geotechnical & Geological Engineering, Nov. 2000, Melbourne, Australia.
KHK, 1998, “Guideline for the Seismic Design of the High Pressure Gas Facilities—Evaluation of Level 1 Required Seismic Performance,” KHK E 012-1-1998, (in Japanese).
KHK, 2000, “Guideline for the Seismic Design of the High Pressure Gas Facilities—Evaluation of Level 2 Required Seismic Performance,” KHK E 012-3-2000, (in Japanese).

Figures

Grahic Jump Location
Seismic design procedure
Grahic Jump Location
Dynamic model of vertical cylindrical vessel supported on legs
Grahic Jump Location
Force deformation curve of vertical vessel supported on legs
Grahic Jump Location
Typical restoring force characteristics: (a) perfectly elastic plastic type; and (b) slip type.

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