The viscoelastic coupling damper (VCD) was developed to provide supplemental distributed damping to all modes of vibration and provide a multi-hazard design solution for tall buildings. The VCD system consists of viscoelastic damper panels that are bolted to steel beams, cast in the concrete structure. In seismic regions, ductile shear links are incorporated in the VCD system. During large earthquakes, the VCD exhibits a viscoelastic-plastic response as the steel links yield, limiting the forces imposed on the structure. Full-scale specimens were designed and tested to validate the ultimate response of the VCD links fabricated with conventional North American grades of steel. Numerous design details were also investigated to maximize the de...
The objective of this study was to develop improved understanding of the seismic behavior of a light...
706-710Coupled shear wall is one of the widely adopted lateral force resisting structural scheme for...
In this study a number of seismic behavior factors (overall ductility, response modification, and ov...
A new damping technology, the Viscoelastic Coupling Damper (VCD), has been developed at the Universi...
Standard routes for upgrading existing buildings to improve their seismic response can be expensive ...
Shear wall is one of the common lateral bracing systems in reinforced concrete structures. A couplin...
The dynamic behaviour of high-rise buildings has become a critical design consideration as buildings...
Tall, slender buildings are sensitive to dynamic vibrations caused by wind, and the design of the bu...
The primary purpose of this research is to improve the seismic response of a complex asymmetric tall...
Viscoelastic dampers (VEDs) are widely used to protect structures against earthquake. Conventional V...
In order to control the vibration response of high rise buildings during seismic events, energy abso...
To enhance the seismic resilience of coupled reinforced concrete shear walls, a new damper working i...
An earthquake directly affects a structure by increasing the energy within the structural syst...
This research examines the performance of a hybrid passive control device for enhancing the seismic ...
An earthquake directly affects a structure by increasing the energy within the structural syst...
The objective of this study was to develop improved understanding of the seismic behavior of a light...
706-710Coupled shear wall is one of the widely adopted lateral force resisting structural scheme for...
In this study a number of seismic behavior factors (overall ductility, response modification, and ov...
A new damping technology, the Viscoelastic Coupling Damper (VCD), has been developed at the Universi...
Standard routes for upgrading existing buildings to improve their seismic response can be expensive ...
Shear wall is one of the common lateral bracing systems in reinforced concrete structures. A couplin...
The dynamic behaviour of high-rise buildings has become a critical design consideration as buildings...
Tall, slender buildings are sensitive to dynamic vibrations caused by wind, and the design of the bu...
The primary purpose of this research is to improve the seismic response of a complex asymmetric tall...
Viscoelastic dampers (VEDs) are widely used to protect structures against earthquake. Conventional V...
In order to control the vibration response of high rise buildings during seismic events, energy abso...
To enhance the seismic resilience of coupled reinforced concrete shear walls, a new damper working i...
An earthquake directly affects a structure by increasing the energy within the structural syst...
This research examines the performance of a hybrid passive control device for enhancing the seismic ...
An earthquake directly affects a structure by increasing the energy within the structural syst...
The objective of this study was to develop improved understanding of the seismic behavior of a light...
706-710Coupled shear wall is one of the widely adopted lateral force resisting structural scheme for...
In this study a number of seismic behavior factors (overall ductility, response modification, and ov...