A new hybrid energy dissipation device named as “Backbone Damper” is introduced. The device assembly is composed of two main components: a viscoelastic (VE) unit and an internal displacement amplification mechanism. Energy dissipation is generated through deformations of the VE unit and friction within the mechanism. The mechanism is designed to remain elastic. The effectiveness of the device is verified through numerical simulations of tests of full-size prototypes. A comprehensive three-dimensional solid model of the device is developed to produce the parts of the assembly. The manufactured prototypes are tested under reversed sinusoidal cycles of displacement inputs over a range of frequencies and displacements. The test results evidence...
© 2016 Shaban and Caner.The increasingly demanding performance requirements trigger the development ...
A new replaceable hysteretic damper to better control seismic building damage, consisting of two adj...
A new replaceable hysteretic damper to better control seismic building damage, consisting of two adj...
This research examines the performance of a hybrid passive control device for enhancing the seismic ...
Mitigation of the impact of earthquake ground motions on the structures relies to a great extent on ...
The use of supplemental devices as energy dissipation systems for improved seismic performance of bu...
In this chapter, the supplemental passive energy dissipation devices, metallic or hysteretic dampers...
This thesis explores the design development, experimental testing, and structural implementation of ...
Standard routes for upgrading existing buildings to improve their seismic response can be expensive ...
The study presents the design and the experimental characterization of a new energy dissipation devi...
The paper presents the experimental characterization, the formulation of a numerical model, and the ...
An innovative dissipative system for the seismic upgrade of historical buildings is presented. The s...
In the last two decades, great efforts were carried out to reduce the seismic demand on structures t...
This paper proposes a new viscoelastic (VE) material damping device with hybrid non-linear propertie...
An extensive program of shaking table tests under the name Project JetPacs (Joint experimental testi...
© 2016 Shaban and Caner.The increasingly demanding performance requirements trigger the development ...
A new replaceable hysteretic damper to better control seismic building damage, consisting of two adj...
A new replaceable hysteretic damper to better control seismic building damage, consisting of two adj...
This research examines the performance of a hybrid passive control device for enhancing the seismic ...
Mitigation of the impact of earthquake ground motions on the structures relies to a great extent on ...
The use of supplemental devices as energy dissipation systems for improved seismic performance of bu...
In this chapter, the supplemental passive energy dissipation devices, metallic or hysteretic dampers...
This thesis explores the design development, experimental testing, and structural implementation of ...
Standard routes for upgrading existing buildings to improve their seismic response can be expensive ...
The study presents the design and the experimental characterization of a new energy dissipation devi...
The paper presents the experimental characterization, the formulation of a numerical model, and the ...
An innovative dissipative system for the seismic upgrade of historical buildings is presented. The s...
In the last two decades, great efforts were carried out to reduce the seismic demand on structures t...
This paper proposes a new viscoelastic (VE) material damping device with hybrid non-linear propertie...
An extensive program of shaking table tests under the name Project JetPacs (Joint experimental testi...
© 2016 Shaban and Caner.The increasingly demanding performance requirements trigger the development ...
A new replaceable hysteretic damper to better control seismic building damage, consisting of two adj...
A new replaceable hysteretic damper to better control seismic building damage, consisting of two adj...