The use of a passive tuned mass damper to control the galloping amplitude increases the degrees of freedom of the structure which makes the analytical solution for the galloping amplitude more difficult.
Active tuned mass damper (ATMD) control systems for civil engineering structures have attracted considerable attention in recent years.
A numerical and experimental study is carried out for a tuned mass damper (TMD) to control excessive floor vibrations.
The use of a tuned mass damper (TMD) is effective for controlling structural vibration and is generally applied to structural vibrations caused by earthquakes or winds.
Through performance tests, it is confirmed that the developed hybrid mass damper has reliable feasibility as a control device for structural control.
In this paper, we consider a mass damper type of swing motion control system for a crane in which a small auxiliary mass is installed on the spreader.
We propose in this work a reliability based robust design optimization (RBRDO) framework dedicated to the tuned mass damper (TMD) in passive vibration control.
A multi-storey shear planer frame coupled with a tuned mass damper (TMD) system as the passive control device is considered in the numerical simulation for controlling both displacement and acceleration subjected to base excitation.
A semi-active tuned mass damper (STMD) is used for vibration control of a 76-story benchmark building subjected to wind load.
This paper is concerned with the use of a composite active passive tuned mass damper (APTMD) system for the vibration control of a single-degree-of-freedom tower under the along-wind and the across-wind excitations, respectively.
