Add to ORKGSevere vibrations such as earthquakes threaten to demolish or cause damage to built structures during their lifetime. Mitigation of such damage can be done by using control devices such as actuators. In this paper, an algorithm is proposed to analyze the nonlinear behavior of a portal frame supported by an actuator. The results were compared with those for a frame without actuator. The algorithm was developed in accordance with the Timoshenko beam element theory. ANSYS verified the results for the cases of a frame supported by a damper element and a frame without actuator. The results support the efficiency of the algorithm in reducing frame vibration and top-node displacement
Centralized semi-active control is a technique for controlling the whole structure using one main co...
The research work presented in this thesis proposes an approach, with the specific formulation of ch...
Application of piezoelectric elements to active reduction of bending vibrations of the beams is know...
Severe vibrations such as earthquakes threaten to demolish or cause damage to built structures durin...
All structures built within known seismically active regions are typically designed to endure earthq...
We consider chaotic motions of a portal frame structure under non-ideal loading. To suppress this ch...
A new semiactive closed loop control algorithm is developed using an actuator with variable stiness ...
This paper investigates the possibility of controlling the response of typical portal frame structur...
Portal frame structures are widely used in industrial building design but unfortunately are often da...
This paper presents a nonlinear dynamic analysis of a flexible portal frame subjected to support exc...
The dynamic nonlinear response and stability of slender structures in the main resonance regions are...
Active vibration control systems involve sensing and actuation systems to be integrated into a struc...
This paper presents a nonlinear dynamic analysis of a flexible portal frame subjected to support exc...
After the Northridge 1994 earthquake it was found that failures in steel frame buildings were mainly...
The nonlinear dynamic response and a nonlinear control method of a particular portal frame foundatio...
Centralized semi-active control is a technique for controlling the whole structure using one main co...
The research work presented in this thesis proposes an approach, with the specific formulation of ch...
Application of piezoelectric elements to active reduction of bending vibrations of the beams is know...
Severe vibrations such as earthquakes threaten to demolish or cause damage to built structures durin...
All structures built within known seismically active regions are typically designed to endure earthq...
We consider chaotic motions of a portal frame structure under non-ideal loading. To suppress this ch...
A new semiactive closed loop control algorithm is developed using an actuator with variable stiness ...
This paper investigates the possibility of controlling the response of typical portal frame structur...
Portal frame structures are widely used in industrial building design but unfortunately are often da...
This paper presents a nonlinear dynamic analysis of a flexible portal frame subjected to support exc...
The dynamic nonlinear response and stability of slender structures in the main resonance regions are...
Active vibration control systems involve sensing and actuation systems to be integrated into a struc...
This paper presents a nonlinear dynamic analysis of a flexible portal frame subjected to support exc...
After the Northridge 1994 earthquake it was found that failures in steel frame buildings were mainly...
The nonlinear dynamic response and a nonlinear control method of a particular portal frame foundatio...
Centralized semi-active control is a technique for controlling the whole structure using one main co...
The research work presented in this thesis proposes an approach, with the specific formulation of ch...
Application of piezoelectric elements to active reduction of bending vibrations of the beams is know...