NONLINEAR OSCILLATION OF A FLOATING ROOF IN A CYLINDRICAL TANK UNDER LIQUID SLOSHING
Model tests versus theoretical prediction

Author:

MATSUI Tetsuya1,NAGAYA Takashi2

Affiliation:

1. Senior Researcher, Nagoya Industrial Science Research Institute, Dr. Eng., Prof. Emeritus, Nagoya Univ.

2. Eng. Div., CHUOZUKEN Co., Dr. Eng.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference17 articles.

1. 1) Hatayama, K., Zama, S., Nishi, H., Yamada, M., Hirokawa, M. and Inoue, R. : The Damages of Oil Storage Tanks During the 2003 Tokachi-oki Earthquake and the Long Period Ground Motions. Proceedings of the JSCE-AIJ Joint Symposium on Huge Subduction Earthquakes -Wide Area Strong Ground Motion Prediction-, pp. 7-18, 2005 (in Japanese)

2. 2) Hazardous Materials Safety Technique Association : Report of Seismic Design of Floating Roof of Oil Storage Tanks Under Liquid Sloshing, 2004 (in Japanese)

3. 3) Fire and Disaster Management Agency : On the Enforcement of the Ministerial Ordinance Which Amends a Part of the Rule Concerning the Control of Hazardous Materials, Notification 14, 2005 (in Japanese)

4. 4) Sakai, F., Nishimura, M. and Ogawa H. : Sloshing Behavior of Floating-Roof Oil Storage Tanks. Computers and Structures, Vol. 19, No. 1-2, pp. 183-192, 1984

5. 5) Matsui, T. : Sloshing in a Cylindrical Liquid Storage Tank With a Floating Roof Under Seismic Excitation. Journal of Pressure Vessel Technology, Trans. ASME, Vol. 129, Issue 4, pp. 557-566, 2007

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