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Development of U-shaped steel damper for seismic isolation system
Seismic isolation system was widely admitted after Hanshin-Awaji (Kobe) Earthquake in Japan. It has been adopted in important buildings that become a disaster prevention base after earthquakes such as public office buildings and fire stations including a private building a lot. In this paper, the authors easily describe the feature of U-shaped steel damper and the results of experiments to the horizontal property and the velocity and the temperature dependency. The principal characteristics of the damper are as follows: U-shape - directional independency of horizontal damping performance, excellent fatigue and deformation performance; cold forming - low cost and high quality; product lineup - similar element shapes and variable number of elements for a damper unit to realize low production costs and increase the freedom in design.
Development of U-shaped steel damper for seismic isolation system
Seismic isolation system was widely admitted after Hanshin-Awaji (Kobe) Earthquake in Japan. It has been adopted in important buildings that become a disaster prevention base after earthquakes such as public office buildings and fire stations including a private building a lot. In this paper, the authors easily describe the feature of U-shaped steel damper and the results of experiments to the horizontal property and the velocity and the temperature dependency. The principal characteristics of the damper are as follows: U-shape - directional independency of horizontal damping performance, excellent fatigue and deformation performance; cold forming - low cost and high quality; product lineup - similar element shapes and variable number of elements for a damper unit to realize low production costs and increase the freedom in design.
Development of U-shaped steel damper for seismic isolation system
Entwicklung eines U-förmigen Stahldämpfers für Erdbebenisolationssysteme
Suzuki, Kazuaki (Autor:in) / Saeki, Eiichiro (Autor:in) / Watanabe, Atsushi (Autor:in)
Nippon Steel Technical Report ; 56-61
2005
6 Seiten, 18 Bilder, 3 Tabellen, 1 Quelle
Aufsatz (Zeitschrift)
Englisch
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