Tall, slender buildings are sensitive to dynamic vibrations caused by wind, and the design of the building may be governed by occupant motion perception. A method to control dynamic vibrations is to increase the damping of the structure, which may be accomplished by the addition of a supplemental damping system. A novel system, the Viscoelastic Coupling Damper (VCD), was implemented for the first time in a tall, slender building which was under construction during the completion of this thesis. This building was the subject of a year-long plus monitoring program where output-only system identification algorithms were applied to track the development of the dynamic properties through the construction of the building. Additionally, several la...
Viscoelastic dampers provide an effective mitigation strategy for the vibrations of tall buildings s...
Buildings must be designed to meet horizontal deformation and vibration requirements when loaded by ...
xxi, [268] leaves : ill. ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 1998 TanThis disserta...
Tall, slender buildings are sensitive to dynamic vibrations caused by wind, and the design of the bu...
Abstract: This paper discusses the wind vibration control for a tall building using passive control...
The viscoelastic coupling damper (VCD) was developed to provide supplemental distributed damping to ...
A new damping technology, the Viscoelastic Coupling Damper (VCD), has been developed at the Universi...
Nowadays, the use of control systems in buildings has been increased and the importance of vibration...
The dynamic behaviour of high-rise buildings has become a critical design consideration as buildings...
Using supplemental fluid viscous dampers to dissipate energy and reduce building response to dynamic...
Summary This paper analyzes the properties of the dynamic behavior of two adjacent buildings of diff...
peer reviewedThis paper describes the design process of a vibration mitigation system of viscous dam...
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineerin...
This paper is concerned with active control of vibrations of tall structures subjected to strong win...
Buildings are becoming taller, lighter, slenderer. These changing characteristics make tall building...
Viscoelastic dampers provide an effective mitigation strategy for the vibrations of tall buildings s...
Buildings must be designed to meet horizontal deformation and vibration requirements when loaded by ...
xxi, [268] leaves : ill. ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 1998 TanThis disserta...
Tall, slender buildings are sensitive to dynamic vibrations caused by wind, and the design of the bu...
Abstract: This paper discusses the wind vibration control for a tall building using passive control...
The viscoelastic coupling damper (VCD) was developed to provide supplemental distributed damping to ...
A new damping technology, the Viscoelastic Coupling Damper (VCD), has been developed at the Universi...
Nowadays, the use of control systems in buildings has been increased and the importance of vibration...
The dynamic behaviour of high-rise buildings has become a critical design consideration as buildings...
Using supplemental fluid viscous dampers to dissipate energy and reduce building response to dynamic...
Summary This paper analyzes the properties of the dynamic behavior of two adjacent buildings of diff...
peer reviewedThis paper describes the design process of a vibration mitigation system of viscous dam...
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineerin...
This paper is concerned with active control of vibrations of tall structures subjected to strong win...
Buildings are becoming taller, lighter, slenderer. These changing characteristics make tall building...
Viscoelastic dampers provide an effective mitigation strategy for the vibrations of tall buildings s...
Buildings must be designed to meet horizontal deformation and vibration requirements when loaded by ...
xxi, [268] leaves : ill. ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 1998 TanThis disserta...