The paper studies the role of the energy dissipation in the wind excited response of steel poles and monotubular towers. Its first part formulates the equations of motion focusing the role of aerodynamic terms and damping coefficients; different physical phenomena involved in dissipation are studied through classical damping of full scale poles. The joint use of experimental results and theoretical models highlights the different contributions involved in dissipation
As wind turbines become larger and their towers more slender, aeroelastic effects play a bigger role...
A state space linear mathematical model oriented to the design of Passive and Active Mass Dampers fo...
A state space linear mathematical model oriented to the design of passive and active mass dampers fo...
The evaluation of the wind-induced response of light and slender structures is strictly bound to dam...
The evaluation of the wind-induced response of light and slender structures is strictly bound to dam...
The evolution in the constructional field and the realization of ever more slender and light structu...
This paper presents a rational analytical method for determining dynamic response of wind-excited la...
Abstract: It is very important to consider the effect of lateral loads induced from wind in the desi...
Slender structures as lighting poles and telecommunication towers are usually very sensitive to wind...
High-mast light poles are used frequently to illuminate large areas such as motorways and parking lo...
This paper investigates the use of magnetorheological (MR) dampers to semi-actively control wind ind...
The vibration of wind turbine towers is relevant to the reliability of the wind turbine structure an...
Due to global warming effect humanity is forced to seek cleaner forms of energy. One of these are re...
The investigation is concerned with the cooling towers of thermal power stations as water coolers. T...
Wind induced oscillations of bridges, tall buildings, smokestacks, transmission line conductors and...
As wind turbines become larger and their towers more slender, aeroelastic effects play a bigger role...
A state space linear mathematical model oriented to the design of Passive and Active Mass Dampers fo...
A state space linear mathematical model oriented to the design of passive and active mass dampers fo...
The evaluation of the wind-induced response of light and slender structures is strictly bound to dam...
The evaluation of the wind-induced response of light and slender structures is strictly bound to dam...
The evolution in the constructional field and the realization of ever more slender and light structu...
This paper presents a rational analytical method for determining dynamic response of wind-excited la...
Abstract: It is very important to consider the effect of lateral loads induced from wind in the desi...
Slender structures as lighting poles and telecommunication towers are usually very sensitive to wind...
High-mast light poles are used frequently to illuminate large areas such as motorways and parking lo...
This paper investigates the use of magnetorheological (MR) dampers to semi-actively control wind ind...
The vibration of wind turbine towers is relevant to the reliability of the wind turbine structure an...
Due to global warming effect humanity is forced to seek cleaner forms of energy. One of these are re...
The investigation is concerned with the cooling towers of thermal power stations as water coolers. T...
Wind induced oscillations of bridges, tall buildings, smokestacks, transmission line conductors and...
As wind turbines become larger and their towers more slender, aeroelastic effects play a bigger role...
A state space linear mathematical model oriented to the design of Passive and Active Mass Dampers fo...
A state space linear mathematical model oriented to the design of passive and active mass dampers fo...