2007
DOI: 10.2749/101686607781645806
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Adaptive Tuned Mass Damper for the Construction of Concrete Piers

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Cited by 15 publications
(18 citation statements)
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“…From the above equation one can see that, if the impact does not happen, p = 0 in Equation (8). In this case the PTMD is performing as a traditional TMD.…”
Section: Modeling Of Structure Installed With Ptmdmentioning
confidence: 99%
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“…From the above equation one can see that, if the impact does not happen, p = 0 in Equation (8). In this case the PTMD is performing as a traditional TMD.…”
Section: Modeling Of Structure Installed With Ptmdmentioning
confidence: 99%
“…However, studies have pointed out that passive devices are hard to adjust once they are installed and their robustness is questionable when the host structure is subjected to different excitations. Since TMD can only reduce vibration components whose frequencies are close to the tuned frequencies, it is believed that the most significant limitation of the TMD is its narrow effective bandwidth and the high sensitivity to even a small change in the tuning [7][8][9][10]. Thus, it is considered to be unsuitable for vibration control under broadband earthquake inputs [11].…”
Section: Introductionmentioning
confidence: 99%
“…One of the most common SAPTMD mechanisms is based on the change of the pendulum’s length (Eason et al, 2015; Kheirkhah et al, 2013; Nagarajaiah and Pasala, 2010; Pinsky and Zevin, 1999; Roffel et al, 2011; Shu et al, 2017; Wang, Shi and Zhou, 2019a). SAPTMDs with variable mass have also been introduced (Casado et al 2007). Xiang and Nishitani (2017) proposed a self-centering nontraditional pendulum type TMD similar to an inverted rocking system in which its top part is connected to the main structure using connectors that provide rotational stiffness, and its bottom is connected to the ground using energy dissipating dampers.…”
Section: Introductionmentioning
confidence: 99%
“…Chang et al proposed a new field‐based design procedure and an adjustable vertically moving TMD, which composed of variable mass blocks and changeable springs. Casado et al studied a control system for an adaptive tuned mass damper for self‐climbing formworks, which can be used in some critical construction phases of concrete piers. Berardengo et al proposed an adaptive TMD based on shape memory alloys and eddy currents.…”
Section: Introductionmentioning
confidence: 99%