2011
DOI: 10.1016/j.scs.2010.08.002
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Smart passive damper control for greater building earthquake resilience in sustainable cities

Abstract: Passive dampers are used recently in many mid and high-rise buildings. This trend is accelerated by the increased demand and desire for safer, more reliable and more comfortable buildings under uncertain external loading and environment. Viscous, visco-elastic, hysteretic and friction dampers are representatives of passive dampers. Such passive dampers also play a key role in the implementation of structural rehabilitation which is essential for the realization and promotion of sustainable buildings. The techn… Show more

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Cited by 48 publications
(43 citation statements)
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“…The data of all test conditions with silt content of 30% are taken to verify the rationality of Equation (1). Part of the typical data in the first and third quadrants of the hysteretic curves is shown in Figure 11.…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…The data of all test conditions with silt content of 30% are taken to verify the rationality of Equation (1). Part of the typical data in the first and third quadrants of the hysteretic curves is shown in Figure 11.…”
Section: Discussionmentioning
confidence: 99%
“…The use of passive, semi-active, and active dampers to dissipate seismic energy is an effective approach in the creation of earthquake-resilient structures [1][2][3][4]. Such energy dissipation devices reduce structural seismic response and protect the structure from severe damage.…”
Section: Introductionmentioning
confidence: 99%
“…It is aimed at trying to enhance the earthquake resilience of building structures via innovative technologies for broader classes of earthquake ground motions (Amadio et al, 2003, Kobori, 2004, Takewaki et al, 2012, 2013, Takewaki, 2013. In developing these innovative techniques, high uncertainty in earthquake ground motions may disturb the progress (Takewaki et al, 2011a,b, 2012, 2013, Takewaki, 2013. The variability and uncertainty in building structural properties (especially the properties of added control systems) should also be taken into account appropriately (Ben-Haim, 2006, Takewaki et al, 2011b.…”
Section: Introductionmentioning
confidence: 99%
“…wind and earthquake loadings. Enhancement of resilience of such high-rise and super high-rise buildings after intensive wind and earthquake loadings is a major concern from the viewpoint of the business continuity plan (BCP) which is the most controversial issue in the sound development of society (Takewaki et al 2011(Takewaki et al , 2012b.…”
Section: Introductionmentioning
confidence: 99%