Semiactive devices offer the opportunity to customize the device response, and thus to customize the overall structural hysteretic response. However, they are actively controlled and thus entail a significant addition of complexity and potentially cost for the added performance. This study introduces the concept, design, and experimental validation of a direction- and displacement-dependent (D3) device using viscous damping. D3 devices provide viscous damping in any individual or multiple quadrants of the force-displacement response. Previously only achievable using semiactive devices, this research presents an entirely passive and thus more robust and lower cost device. The D3 device design concept is presented and experimental tests are u...
In this paper, a summary of analytical and experimental studies into the behavior of a new hystereti...
The "Structural Response Control Technology" herein described is a new methodology which realizes st...
Many seismic codes are modified to represent increased hazard or performance expectations of structu...
Viscous fluid damping has been used worldwide to provide energy dissipation to structures during ear...
This paper outlines the concept, development and experimental validations of a new and innovative pa...
Modern structures demand greater protection from natural hazards, such as strong winds and severe e...
Semi-active control devices can perform significantly better than passive devices, but also have th...
Semi-active devices offer significant promise for their ability to add supplemental damping and redu...
- Semi-active devices offer significant promise for their ability to add supplemental damping and re...
In this chapter, the supplemental passive energy dissipation devices, metallic or hysteretic dampers...
Mitigation of the impact of earthquake ground motions on the structures relies to a great extent on ...
Semi-active dampers and actuators hold significant promise for their ability to add supplemental dam...
In this paper, analytical and experimental studies into the behavior of a new hysteretic damper, des...
An earthquake directly affects a structure by increasing the energy within the structural system. A ...
peer reviewedIt is generally stated that an accurate evaluation of the equivalent viscous damping is...
In this paper, a summary of analytical and experimental studies into the behavior of a new hystereti...
The "Structural Response Control Technology" herein described is a new methodology which realizes st...
Many seismic codes are modified to represent increased hazard or performance expectations of structu...
Viscous fluid damping has been used worldwide to provide energy dissipation to structures during ear...
This paper outlines the concept, development and experimental validations of a new and innovative pa...
Modern structures demand greater protection from natural hazards, such as strong winds and severe e...
Semi-active control devices can perform significantly better than passive devices, but also have th...
Semi-active devices offer significant promise for their ability to add supplemental damping and redu...
- Semi-active devices offer significant promise for their ability to add supplemental damping and re...
In this chapter, the supplemental passive energy dissipation devices, metallic or hysteretic dampers...
Mitigation of the impact of earthquake ground motions on the structures relies to a great extent on ...
Semi-active dampers and actuators hold significant promise for their ability to add supplemental dam...
In this paper, analytical and experimental studies into the behavior of a new hysteretic damper, des...
An earthquake directly affects a structure by increasing the energy within the structural system. A ...
peer reviewedIt is generally stated that an accurate evaluation of the equivalent viscous damping is...
In this paper, a summary of analytical and experimental studies into the behavior of a new hystereti...
The "Structural Response Control Technology" herein described is a new methodology which realizes st...
Many seismic codes are modified to represent increased hazard or performance expectations of structu...