Advances in the development of pseudo-negative-stiffness dampers for seismic response control

Hirokazu Iemura; Mulyo Harris Pradono

doi:10.1002/stc.345

journal article Jan 01, 2009

Advances in the development of pseudo-negative-stiffness dampers for seismic response control

Hirokazu Iemura Mulyo Harris Pradono

Structural Control and Health Monitoring pp. n/a-n/a · Wiley

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References

10

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Iemura H, Igarashi A, Nakata N. Full-scale verification tests of semi-active control of structures using variable joint damper system. Proceedings of the 3rd World Conference on Structural Control, Como, Italy, 2002. 10.2208/jscej.2002.710_91

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Dyke SJ, Turan G, Caicedo JM, Bergman LA, Hague S. Benchmark Control Problem for Seismic Response of Cable-stayed Bridges, 2000. Available from: http://wusceel.cive.wustl.edu/quake/.

[3]

Iemura (2003)

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Nagarajaiah "Smart base isolated benchmark building part II: phase I sample controllers for linear isolation system" Journal of Structural Control and Health Monitoring (2006) 10.1002/stc.100

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Iemura (2006)

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Iemura (2005)

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Iemura "Negative stiffness friction damping for seismically isolated structures" Journal of Structural Control and Health Monitoring (2006) 10.1002/stc.111

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Agrawal AK, Tan P, Nagarajaiah S, Zhang J. Benchmark structural control problem for a seismically excited highway bridge. Proceedings of the ASCE Structures Congress 2006, St Louis, MO, 18-21 May 2006. 10.1061/40889(201)92

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Pradono (2009)

[10]

Iemura H, Kouchiyama O, Toyooka A, Shimoda I. Development of the friction-based passive negative stiffness damper and its verification tests using shaking table. Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, 12-17 October 2008.

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Published: Jan 01, 2009
Pages: n/a-n/a
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Cite This Article

Hirokazu Iemura, Mulyo Harris Pradono (2009). Advances in the development of pseudo-negative-stiffness dampers for seismic response control. Structural Control and Health Monitoring, n/a-n/a. https://doi.org/10.1002/stc.345

Advances in the development of pseudo-negative-stiffness dampers for seismic response control

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