-
Supplier: Accuris
Description: DAMPER, VISCOELASTIC LAYER, HEAT EXPANDING
-
Supplier: KOBA Co., Ltd.
Description: KVD series is designed and developed to use the unique hydrostatic compression characteristics of special Visco-elastomers. KVD has compact and reliable design and high damping coefficient. KVD has advantage to get energy absorption and return spring function in a single unit without additional gas
- Absorber Stroke: 1.968505 inch
- Extended Length: 8.661422 inch
- Maximum Force (P1): 17,084.8 lbs
- Cylinder Diameter or Maximum Width: 2.1653555 inch
-
Supplier: IHS ESDU
Description: Damping in structures is due to internal friction in the material (material damping), radiation of sound as the structure vibrates, friction between joints, local motion of the surrounding fluid caused by vibration andadditional effects from viscoelastic materials.Damping in structures can be
-
-
Supplier: Boyd
Description: factor in the temperature and frequency range of interest, and with a stiffness range that maximizes strain energy in the damping element. A constrained layer damper (CLD) combines a rigid constraining layer with a thin damping layer to create cyclic shear stresses in the VEM. An
- Application: Vibration Isolation
Find Suppliers by Category Top
Featured Products Top
-
Enidine has developed the new Visco-Elastic Support (VES) product line to provide improved dynamic behavior of the rotor-bearing system and thermal force reduction to bearing support structures. The working principle of VES is by providing high dynamic stiffness, adding supplementary (read more)
Browse Datasheets for Enidine Inc.
More Information Top
Indicates content that may require registration and/or purchase.
-
Integrated Seismic Design of Structure and Control Systems
2.4 Viscoelastic Dampers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
-
Encyclopedia of Earthquake Engineering
For small deformations, only the viscoelastic damper is active.
-
Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high‐rise buildings
Past application of viscoelastic dampers in tall buildings .
-
A procedure for generating performance spectra for structures equipped with passive supplemental dampers
To address these issues and to develop more reliable estimates of the nonlinear responses for the P-Spectra, this paper proposes a procedure involving a unified ELM applicable to yielding systems equipped with hysteretic, viscous and viscoelastic dampers using a modified APD …
-
High‐performance control of wind‐induced vibration of high‐rise building via innovative high‐hardness rubber damper
While most of usual viscoelastic dampers have limitation on temperature and frequency dependencies, etc., the proposed high‐hardness viscoelastic rubber dampers possess many unprecedented properties.
-
Evolutionary aseismic design and retrofit of structures with passive energy dissipation
energy dissipation systems, applications typically involve metallic yielding dampers, friction dampers, viscous uid dampers or viscoelastic dampers (e.g. References [1, 2]).
-
Rheological modeling of viscoelastic passive dampers
An efficient method of modeling the rheological behavior of viscoelastic dampers is discussed and illustrated.
-
Advances in Structural Engineering
Seismic and Wind Response Reduction of Benchmark Building Using Viscoelastic Damper . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
-
Structural Motion Engineering
Example 4.4 ( Viscoelastic damper ).
-
Performance spectra based method for the seismic design of structures equipped with passive supplemental damping systems
The formulation in [11] was also adopted for systems with viscous [14, 15] and viscoelastic dampers [14, 16].