
doi: 10.1299/jsdd.2.540
Elevator rope for high-rise building is excited forcibly by the displacements of the building induced by wind forces. The approximate solution of forced vibration of a rope with time-varying length and having a linear damping is presented, on the assumption that the rope tension and the moving velocity is constant, and damping coefficient of the rope is small. Virtual sources of waves which can be assigned to reflecting waves are used for obtaining the approximate solution. Finite difference analyses of the rope vibration are also performed to verify the validity of this approximate solution. The calculated results of finite difference analyses are in fairly good agreement with the calculated results of the approximate solution. The effect of moving velocity and damping factor on the maximum rope deflection are quantitatively made clear.
Forced Vibration, Vibration of Continuous System, Time-Varying Length, Damping, Finite-Difference Method, Elevator, Flexible Structure
Forced Vibration, Vibration of Continuous System, Time-Varying Length, Damping, Finite-Difference Method, Elevator, Flexible Structure
| selected citations These citations are derived from selected sources. This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | 7 | |
| popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network. | Average | |
| influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | Top 10% | |
| impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network. | Average |
