作者: MJ Glanville , KCS Kwok , RO Denoon , None
DOI: 10.1016/0167-6105(96)00016-5
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摘要: Abstract Full-scale damping measurements were performed upon three classes of civil engineering structures including free-standing lattice towers, reinforced concrete buildings and pedestrian footbridges. Most these subjected to forced vibration tests obtain structural estimates. Autocorrelation random decrement procedures used extract total from load-induced resonant response signals. Both further scrutinised in light the measured results. A simplified analytical expression for aerodynamic was derived. Some predictors proposed based findings this paper.