Multi-rhombus plug-in steel tube tower has the prominent virtues of easy facture and construction

less foundation area and has now been widely used as the primary pole styles for a long time in our country.But this kind of structures are sensitive to wind load and wind-induced vibration character is the key factor to be considered in its design process.Steel tube tower is a kind of spatial thin-walled shell structures

its structure analysis and design（especially the wind-induced vibration responses and wind vibration control） are quite different from traditional tower made of angle.On the basis of static and dynamic analysis

a new method to control vibration is proposed by using a Ball Vibration Absorber.Also basing on state space equation to simulate the displacement time history response of the structure with and without control

time domain history analysis and frequency domain analysis sho

w that this kind of equipment can increase the damping of the structures to 3

5

times of original value and so can reduce wind-induced responses about 30%.The study of this paper offers the references of reasonable design of steel tube tower structures

which can help to extend its applications in our country.At the same time

it offers the necessary theoretical references for the revisions of industry code and high-rise structure design code.