Seismic vibration control of a building considering fragility curves of accommodated computer servers

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The inability of equipment and instruments in a building to function is one of the serious effects of seismic ground motion.We discuss the situation of computer servers in a data center and the required linear optimum control of a building to reduce the damage.We construct a mass-shear spring model of a building that contains computer servers on a seismic isolation floor and that is equipped with an active vibration controller on the top floor. Simulated ground motions are input to the model, and the maximum responses are examined to evaluate the fragility curve of the server. Finally, we propose a technique that can be used to design parameters of a controller, enabling a reduction in damage to the servers.

Original languageEnglish
Title of host publicationSafety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
Pages3857-3862
Number of pages6
Publication statusPublished - 2013
Event11th International Conference on Structural Safety and Reliability, ICOSSAR 2013 - New York, NY, United States
Duration: 2013 Jun 162013 Jun 20

Other

Other11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
CountryUnited States
CityNew York, NY
Period13/6/1613/6/20

Fingerprint

Vibration control
Servers
Controllers

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Safety, Risk, Reliability and Quality

Cite this

Ito, T., & Kohiyama, M. (2013). Seismic vibration control of a building considering fragility curves of accommodated computer servers. In Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013 (pp. 3857-3862)

Seismic vibration control of a building considering fragility curves of accommodated computer servers. / Ito, T.; Kohiyama, Masayuki.

Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013. 2013. p. 3857-3862.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Ito, T & Kohiyama, M 2013, Seismic vibration control of a building considering fragility curves of accommodated computer servers. in Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013. pp. 3857-3862, 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013, New York, NY, United States, 13/6/16.
Ito T, Kohiyama M. Seismic vibration control of a building considering fragility curves of accommodated computer servers. In Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013. 2013. p. 3857-3862
Ito, T. ; Kohiyama, Masayuki. / Seismic vibration control of a building considering fragility curves of accommodated computer servers. Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013. 2013. pp. 3857-3862
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