2024
DOI: 10.1016/j.engstruct.2024.117839
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Random crowd-induced vibration in footbridge and adaptive control using semi-active TMD including crowd-structure interaction

Liangkun Wang,
Ying Zhou,
Weixing Shi
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Cited by 12 publications
(3 citation statements)
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“…Before proceeding to develop the surrogate model with the selected uncertain parameters, the response of the three-model output was investigated through a one-at-a-time parameter sensitivity analysis [ 37 , 38 ]. The investigation involves analyzing the sensitivity of each uncertain parameter, while keeping the other parameters as constant values.…”
Section: Resultsmentioning
confidence: 99%
“…Before proceeding to develop the surrogate model with the selected uncertain parameters, the response of the three-model output was investigated through a one-at-a-time parameter sensitivity analysis [ 37 , 38 ]. The investigation involves analyzing the sensitivity of each uncertain parameter, while keeping the other parameters as constant values.…”
Section: Resultsmentioning
confidence: 99%
“…Distributed tuned mass dampers (MTMD) have been proposed to address this issue, and additionally implemented for the control of multi-order structural modes [241]. With the development of new materials and processes, novel TMDs have been proposed, including: (a) TMDs with more complex DOFs, nonlinear stiffness components or novel dampers [242][243][244][245]; (b) semi-active tuned mass dampers (SATMDs) [246,247] and active rotary inertia driver (ARID) systems [248]; and (c) tuned mass damper inerters (TMDIs) [249]. Furthermore, the fixed-point law in classical Den Hartog theory has been widely adopted for engineering designs.…”
Section: Tmd In Building Structuresmentioning
confidence: 99%
“…Diffractograms were recorded in the range of 5-85 • 2θ, at a step size of 0.20 • /s. The XRD was made according to an internal procedure based on LNEC specification E 403:1993 [59] and using the HighScore Plus software version 4.0 from Malvern Panalytical and the Crystallography Open Database (COD) for the peak identification [60][61][62][63][64][65][66][67].…”
Section: X-ray Diffraction Analysismentioning
confidence: 99%