0
TECHNICAL PAPERS

Seismic Proving Test of Equipment and Structures in Thermal Conventional Power Plant

[+] Author and Article Information
Hideyuki Tazuke, Satoru Yamaguchi, Kazuo Ishida

Equipment Engineering Department, Environment and Plant Division, Ishikawajima-Harima Heavy Industries Co., Ltd., Koto-ku, Tokyo, Japan

Tomoki Sakurai

Industrial Machine and Plant Development Center, Ishikawajima-Harima Heavy Industries Co., Ltd., Yokohama, Japan

Hiroshi Akiyama

Graduate School of Science and Technology, Nihon University, Tokyo, Japan

Toshio Chiba

Engineering Department, Japan Power Engineering and Inspection Corporation, Tokyo, 107-0052, Japane-mail: toshio_chiba@ihi.co.jp

J. Pressure Vessel Technol 124(2), 133-143 (May 01, 2002) (11 pages) doi:10.1115/1.1460905 History: Received October 05, 2000; Revised November 02, 2001; Online May 01, 2002
Copyright © 2002 by ASME
Your Session has timed out. Please sign back in to continue.

References

Aiba, M., Igarashi, K., Akiyama, H., and Ueda, N., 2000, “Test of Nozzles at Wall of Cylindrical Tank for Several Loads under Earthquake,” 12th World Conference on Earthquake Engineering, Auckland, New Zealand.
Aiba, M., Igarashi, K., Akiyama, H., Nishioka, N. and Chiba, T., 1999, “Proving Test of Nozzles at Wall of Cylindrical Tank under Earthquake,” ASME PVP-Vol. 387, pp. 285–290.
Higuchi, S., Mori, T., Matsuda, T., Goto, Y., Akiyama, H., Toki, K., and Kobayashi, M., 2000, “Seismic Performance of LNG Storage Tank Foundations during the Very Large Earthquake,” 12th World Conference on Earthquake Engineering, Auckland, New Zealand.
Nishida, E., Kawamura, K., Maruyama, N., Suzuki, K., Fujita, S., and Chiba, T., 2000, “Proving Tests of Energy Absorbing Seismic Ties for Aseismic Design of Boiler Plant Structures,” 12th World Conference on Earthquake Engineering, Auckland, New Zealand.
Owa, Y., Aida, K., Maruyama, N., Suzuki, K., and Chiba, T., 1999, “Proving Test of Energy Absorbing Seismic Ties for Aseismic Design of Boiler Plant Structures,” ASME PVP-Vol. 387, pp. 261–268.
Tanaka, M., Akiyama, H., Ishida, K., and Chiba, T., 1998, “Proving Test of Analysis Method on Nonlinear Response of Cylindrical Tank under Severe Earthquake,” ASME PVP-Vol. 364, pp. 33–40.
Sakurai, T., Akiyama, H., Yamaguchi S., and Chiba, T., 2000, “Verification Test of Analytical Form for Elephant Foot Bulge (EFB) of Cylindrical Tanks under Severe Earthquake Excitation,” ASME-PVP, Vol. 414-2, pp. 187–193.
JAPEIC, 2000, “Seismic Proving Test of Equipment and Structures in Thermal Conventional Power Plant,” Summary Report of SPT.
NRIFD (National Research Institute of Fire and Disaster of Japan), 1995, “Reports Concerning Damages on Industrial Facilities such as Oil Tanks caused by Hyogoken-Nanbu Earthquake” (in Japanese).
Akiyama, H., Takahashi, M., and Nomura, S., 1989, “Buckling Tests of Steel Cylindrical Shells Subjected to Combined Bending, Shear and Internal Pressure” (in Japanese), Trans. Architectural Inst. Jpn, 400 , pp. 113–121.
Niwa,  A., and Clough,  R. W., 1982, “Buckling of Cylindrical Liquid-Storage Tanks under Earthquake Loading,” Earthquake Eng. Struct. Dyn., 10, pp. 107–122.
KHK (High Pressure Gas Safety Institute of Japan), 1984, “Report on Shaking Table Test of Steel Cylindrical Storage Tank: 3rd Report,” (in Japanese), J. High Pressure Gas, 21, No. 9, pp. 512–529.
Gotoh,  D., Ohya,  H., and Kobayashi,  N., 1980, “A Study on the Elephant Foot Bulge of the Cylindrical Tank Shell Plate caused by an Earthquake,” (in Japanese), J. High Pressure Institute of Japan (JHPI), 18, No. 4, pp. 207–213.
Yamada,  M., 1980, “Elephant’s Foot Bulge of Cylindrical Steel Tank Shells” (in Japanese), JHPI, 18, No. 6, pp. 287–294.
Sasaki,  Y., and Baba,  N., 1980, “Deformation and Stress Analysis of a Cylindrical Flat Bottomed Storage Tank under Seismic Load,” (in Japanese), JHPI, 18, No. 4, pp. 214–221.
Okamoto,  H., Itoh,  S., and Hamada,  M., 1982, “Strength of Cylindrical Steel Tanks with Flat Bottom Plate against Earthquakes-Part 3 Nonlinear FEM Analysis” (in Japanese), JHPI, 20, No. 4, pp. 196–203.
Auli, W., Fischer, F. D., and Rammerstorfer, F. G., 1985, “Uplifting of Earthquake-Loaded Liquid-filled Tanks,” ASME PVP-Vol. 98-07, pp. 71–85.
Sakai, F., and Isoe, A., 1989, “Computation and Experiment on Base-Uplift Behavior of Cylindrical Oil Storage Tanks during Earthquakes,” ASME PVP Vol. 157, pp. 9–14.
Liu, W. K., and Lam, D., 1983, “Nonlinear Analysis of Liquid-Filled Tank,” ASCE EMD Specialty Conference, pp. 1344–1357.
Eibl, J., and Stempniewski, L., 1987, “Nonlinear Analysis of Liquid Storage Tanks,” Trans. 9th Int. Conf. on SMiRT, Vol. B, pp. 415–420.
Haroun, M. A., and Gates, W. E., 1998, “Implementation of Analysis Advancements in the Seismic Qualification of unanchored Tanks in Critical Facilities,” ASME PVP-Vol. 366, pp. 197–203.
Peek,  R., and Bkaily,  M., 1991, “Post Buckling Behavior of Unanchored Steel Tanks under Lateral Loads,” ASME J. Pressure Vessel Technol., 113, pp. 423–428.
Toyoda, Y., and Matsuura, S., 1998, “Applicability of a Newly Developed Computer Program for a Dynamic Buckling Analysis of a Liquid-Filled Tank,” ASME PVP-Vol. 366, pp. 241–250.
Kobayashi, N., 1993, “Sliding Behaviors of Elastic Cylindrical Tanks under Seismic Loading,” SMiRT-12, SD103/2.
Taniguchi, T., Mentani, Y., Komori, H., and Yoshihara, T., 1998, “Governing Equation of Slip of Flat Bottom Cylindrical Shell Tank without Anchor and Uplifting of Bottom Plate,” ASME PVP-Vol. 364, pp. 55–61.
Tanaka, M., Sato, Y., Sakurai, T., and Yamaguchi S., 1999, “Analysis of Horizontal Slip Behavior shown by Cylindrical Storage Tanks due to Seismic Loading,” ASME PVP-Vol. 387, pp. 141–147.
Kato, K., Kobayashi, N., and Sato, Y., 1998, “Nonlinear Rocking and Sliding Response of Coupled Response of Cylindrical Tanks due to Seismic Excitation” (in Japanese), Proc., Japan Society of Mechanical Engineers.
Malhotra, P. K., Veletsos, A. S., and Tang, H. T., 1993, “Seismic Response of Unanchored Liquid Storage Tanks,” SMiRT-12, SD103/1.
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,” ASME PVP-Vol. 364, pp. 165–172.
Iwata, K., Kano, T., Atsumo, H., and Takeda, H., 1982, “General Purpose Nonlinear Analysis Program FINAS for Elevated Temperature Design of FBR Components” ASME PVP-Vol. 66, pp. 119–137.
Iwata K., 1990, “Development and Utilization of the FINAS General Purpose Nonlinear Structural Analysis System” (in Japanese), PNC Technical Report, Vol. 76, pp. 1–9.
Yamada, M., and Tsuji, Y., 1988, “Large Deflection Behavior after Elephant’s Foot Bulge of Circular Cylindrical Shells under Axial Compression and Internal Pressure,” Proc. Architectural Institute of Japan, pp. 1295–1296.

Figures

Grahic Jump Location
Typical configuration of LNG tank on the ground
Grahic Jump Location
Typical nonlinear behaviors of tank under severe seismic excitation
Grahic Jump Location
Small model aluminum tank set on shaking table
Grahic Jump Location
Input acceleration wave (time scale compressed to 1/10 that for actual tank)
Grahic Jump Location
Large model tank on the shaking table
Grahic Jump Location
Wave of seismic excitation—(a) high level excitation, (b) severe level excitation
Grahic Jump Location
Effect of liquid level on slip displacement—(a) 1.0 m water level, (b) 1.6 m water level
Grahic Jump Location
Effect of anchor strap on slip of tank—(a) with anchor strap, (b) without anchor strap
Grahic Jump Location
Maximum strain at 10 mm height of 0 deg meridian in the side wall of small model tank
Grahic Jump Location
Plot of membrane stress at 50 mm height of 0 deg meridian in the side wall of small model tank
Grahic Jump Location
Horizontal and vertical contours of deformed side wall in dynamic test of small model tank—(a) circumferential distribution of deformation side wall at 50 mm high; (b) vertical distribution of deformation of side wall at 348.75 deg
Grahic Jump Location
Axial strain at 50 mm height of 0 deg meridian of the side wall in static EFB test
Grahic Jump Location
EFB phenomenon in static EFB test
Grahic Jump Location
Lateral slip in the large model tank test
Grahic Jump Location
EFB in the large model tank test—(a) location and extent of EFB; (b) side wall deformation at different meridian
Grahic Jump Location
Time history of membrane strain at 165 deg meridian of side wall in sine wave excitation
Grahic Jump Location
Membrane stress at 200 mm height of side wall in the large model tank test
Grahic Jump Location
Comparison of test results with FEM analysis for slip displacement at low corner of 90 deg meridian
Grahic Jump Location
Comparison between FEM analysis with test results in static loading test
Grahic Jump Location
Time history of equivalent strain at the outside of the side wall
Grahic Jump Location
Slip displacement in high level excitation
Grahic Jump Location
Slip displacement in severe level excitation
Grahic Jump Location
Equivalent stress in high level excitation
Grahic Jump Location
Equivalent stress in severe level excitation
Grahic Jump Location
Relationship between lateral force and displacement at top of the side wall of 90 deg meridian
Grahic Jump Location
Contour of plastic strain of side wall

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In