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Philosophical Transactions of the Royal Society A | 2001

Construction of a three–dimensional, large–scale shaking table and development of core technology

Nobuyuki Ogawa; Keiichi Ohtani; Tsuneo Katayama; Heki Shibata

In 1995 the great Hanshin–Awaji earthquake disaster occurred in the Japanese city of Kobe and its vicinity, and more than 6000 people were killed as a result of the collapse of buildings. This was a clear demonstration of how very strong ground motion in the area near a seismic fault can cause severe structural damage beyond that which is usually estimated. It also emphasized the importance of earthquake engineering research in solving such problems as why and how structures collapse in real conditions. In response to this disaster, the National Research Institute for Earth Science and Disaster Prevention (NIED) and the Science and Technology Agency of the Japanese Government (STA) planned to build a three–dimensional, full–scale, earthquake–testing facility as one of the core research facilities for earthquake disaster prevention. It is hoped to be able to carry large–scale structures and to simulate the process of dynamic collapse using three–dimensional, strong earthquake motion. For this purpose, the NIED and the STA began to develop large actuators and related components in 1995 and completed them in 1998. Through this development and testing, the design and manufacturing techniques of a large actuator system were successfully achieved. After that, the NIED and the STA began the design and construction of the new facility in the fiscal year of 1998. The construction work is now in progress in Miki City, near Kobe, Japan. It is scheduled to be completed by the beginning of 2005. In this paper, we summarize the performance and features of this new facility and the results of the technical developments.


ASME/JSME 2004 Pressure Vessels and Piping Conference | 2004

Introduction of E-Defense Project With Recent Progress: A 3-D Full-Scale Earthquake Testing Facility Under Construction

Nobuyuki Ogawa; Koichi Kajiwara; Masayoshi Sato

After the great Hanshin-Awaji earthquake disaster, the National Research Institute for Earth Science and Disaster Prevention (NIED) and the Science and Technology Agency of the Japanese Government (STA) planned to build a three-dimensional, full-scale, earthquake-testing facility (E-Defense) as one of the core research facilities for earthquake disaster prevention. It is hoped to be able to carry large-scale structures and to simulate the process of dynamic collapse using three-dimensional, strong earthquake records. For this purpose, the NIED (http://www.bosai.go.jp ) has developed large actuators and related components from 1995 and completed them in 1998. After that, the NIED and the STA began the design and construction of the new facility in the fiscal year of 1998, and now, the construction work is in final stage at Miki City, near Kobe, Japan. It is scheduled to be completed by the beginning of 2005. In this paper, the basic performance and features of this new facility and the outline of recent construction work are summarized.Copyright


ASME 2002 Pressure Vessels and Piping Conference | 2002

Development of Numerical Dynamic Simulators for 3-D Full Scale Earthquake Testing Facility (Phase-2)

Shinichiro Kajii; Chiaki Yasuda; Tosio Yamashita; Yukihito Okuda; Jun Hirai; Nobuyuki Ogawa; Heki Shibata

The largest 3-dimensional vibration test facility is planning to build in Hyogo pref. The objectives of this facility are to investigate the process of the collapsing phenomena of a full-scale structure under the earthquake. At the design stage, it’s impossible to make sure the performance without the numerical simulation. Therefore, the mathematical simulation model was accurately constructed, and the simulation was performed. This paper describes as follows. (1) The modeling method of the 3-dimensional vibration test system. (2) The verification of the modeling method based on the measured data by using the prototype test facilities. (3) The verification results based on the condition of a collapsing phenomena of the full-scale building.© 2002 ASME


Transactions of the Japan Society of Mechanical Engineers. C | 1992

Vibration Test of Plant Piping System Having Friction Support.

Tetsuya Watanabe; Tomohiko Mitsumori; Kohei Suzuki; Nobuyuki Shimizu; Nobuyuki Ogawa; Chikahiro Minowa


Archive | 1999

World's Largest Shaking Table Takes Shape in Japan - A Summary of Construction Plan and Technical Development

Nobuyuki Ogawa; Keiichi Ohtani; Tsuneo Katayama; Heki Shibata


Journal of Japan Association for Earthquake Engineering | 2004

CONSTRUCTION OF A 3-D FULL-SCALE EARTHQUAKE TESTING FACILITY

Nobuyuki Ogawa; Masayoshi Sato; Keiichi Ohtani; Tsuneo Katayama


Transactions of the Japan Society of Mechanical Engineers. C | 1999

Vibration Test and Analysis of Responses of Piping System with Friction Support.

Yoshiomi Hanawa; Nobuyuki Shimizu; Hiroe Kobayashi; Nobuyuki Ogawa


Archive | 1996

Large scale shaking table test on modal responses of 3-D piping system with friction support

Nobuyuki Shimizu; Kohei Suzuki; Tetsuya Watanabe; Nobuyuki Ogawa; Hiroe Kobayashi


Archive | 1995

Seismic response reduction of a piping system by a dynamic vibration absorber

Nobuyuki Ogawa; Hiroe Kobayashi


Transactions of the Japan Society of Mechanical Engineers. C | 1992

Application of H2 Control to an Electrohydraulic Shaking Table.

Akihiro Maekawa; Katsuhisa Fujita; Chiaki Yasuda; Toshio Yamashita; Nobuyuki Ogawa; Chikahiro Minowa

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Chiaki Yasuda

Mitsubishi Heavy Industries

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Akihiro Maekawa

Mitsubishi Heavy Industries

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Jun Hirai

Mitsubishi Heavy Industries

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Shinichiro Kajii

Mitsubishi Heavy Industries

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Tosio Yamashita

Mitsubishi Heavy Industries

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