University at Buffalo
Suny Distinguished Professor and Samuel P Capen Professor
Drexel University Aug 1984 - Jul 1987
Assistant Professor
Education:
Rensselaer Polytechnic Institute 1980 - 1984
Doctorates, Doctor of Philosophy, Civil Engineering, Philosophy
University of Patras 1975 - 1980
Bachelors, Civil Engineering
Skills:
Earthquake Engineering Seismic Isolation Structural Dynamics Seismic Protective Systems Damping Systems Large Scale Testing Civil Engineering Structural Analysis Structural Engineering
An energy dissipation apparatus for installation in structural frames to mitigate seismic effects comprises a scissor-jack system of braces with an energy dissipation device such as a viscous, viscoelastic, or hysteretic damper, or an active or semi-active device, connected between opposing pivot joints of the scissor-scissor jack system. The scissor jack system magnifies displacement so that energy is dissipated more effectively by the damper. Open bay, diagonal, and alternative installation arrangements with respect a structural frame are disclosed.
Michael C. Constantinou - Amherst NY, US Andrei M. Reinhorn - Williamsville NY, US Apostolos A. Sarlis - Buffalo NY, US Douglas Taylor - N. Tonawanda NY, US David A. Lee - Santa Monica CA, US Satish Nagarajaiah - Sugar Land TX, US Dharma Theja R. Pasala - Houston TX, US
International Classification:
E04H 9/02 E04B 1/98
US Classification:
521671, 527413
Abstract:
A negative stiffness device and method for seismic protection of a structure is described. In one embodiment, the device has an anchor frame and a movement frame laterally translatable relative to the anchor frame. The anchor frame and movement frame have respective extension portions. A linkage is pivotably connected to the extension portion of the anchor frame. A compressed spring has a first end is attached to the extension portion of the movement frame and a second end attached to the linkage. The compressed spring has a spring force. In a rest state, the compressed spring does not apply a lateral force to the movement frame. In an engaged state, the compressed spring is configured to apply a lateral force to displace the movement frame in a lateral direction of a seismic load. The spring force is amplified by the linkage when the movement frame is laterally displaced to an amplification point.