The response of reinforced concrete chimneys to vortex shedding

Quasi-static wind load combinations for low- and middle-rise buildings

“…However, wind load combination effects have not been sufficiently studied. Although along-wind and across-wind load combinations have been discussed, for example, by Melbourne [5], Vickery and Basu [6] and Solari and Pagnini [7], they mainly focused on the behavior of tall buildings and structures.…”

Questions on Optimization of Diagnostics and Prognosis Objects of Deformation Characteristics of Chimneys of Energetic Objects

“…8 These lock on forces are associated with the motion of the chimney and becomes more significant with increasing amplitudes. 9 See the sections on negative aerodynamic damping and flutter for more discussion of lock on forces.…”

Revisiting combination rules for estimating extremes of linearly combined correlated wind load effects

“…A number of studies concerning the linear combinations of alongwind, crosswind and even torsional wind load effects have been reported in the literature (Melbourne, 1975;Vickery and Basu, 1984;Solari and Pagnini, 1999;Tamura et al, 2000Tamura et al, , 2001Tamura et al, , 2008Bartoli et al, 2011;Tamura et al, 2014). Tamura et al (2000Tamura et al ( , 2001Tamura et al ( , 2008 carried out comprehensive investigations on the combinations of the maximum value of one of the wind force components with two other simultaneously recorded force components for low-and middle-rise buildings using pressure measurement data.…”