NEHRP Clearinghouse
displaying 1 - 4 results in total 4
['Pekcan, G.', 'Mander, J. B.', 'Chen, S. S.']
Design and Retrofit Methodology for Building Structures with Supplemental Energy Dissipating Systems.
National Science Foundation, Arlington, VA.; State Univ. of New York at Buffalo. Research Foundation., December 31, 1999, 198 p.
Identifying Number(s): MCEER-99-0021
Keywords: Earthquake resistant structures; Spectra; Viscosity; Retrofitting; Algorithms; Frequency measurement; Ground motion; Frequency response testing; Structural velocity; Energy dissipation; Vibration damping; Nonlinear systems; Design analysis; Seismicity['Lin, J.', 'Mahin, S. A.']
Effect of Inelastic Behavior on the Analysis and Design of Earthquake Resistant Structures.
National Science Foundation, Washington, DC., June 1985, 164 p.
Identifying Number(s): UCB/EERC-85/08
Keywords: Evaluation; Earthquake resistant structures; Viscosity; Design; Damage; Damping; Ground motion; Earthquake engineering; Elastic properties['Pekcan, G.', 'Mander, J. B.', 'Chen, S. S.']
Experimental Performance and Analytical Study of a Non-Ductile Reinforced Concrete Frame Structure Retrofitted with Elastomeric Spring Dampers.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., July 14, 1995, 151 p.
Identifying Number(s): NCEER-95-0010
Keywords: Elastomers; Shock absorbers; Earthquake resistant structures; Friction; Reinforced concrete; Viscosity; Dynamic analysis; Spring damper systems; Shear properties; Vibration damping; Compressibility; Structural analysis['Sadek, F.', 'Mohraz, B.', 'Taylor, A. W.', 'Chung, R. M.']
Passive Energy Dissipation Devices for Seismic Applications.
November 1996, 66 p.
Identifying Number(s): NISTIR-5923
Keywords: ; Vibration control; Performance evaluation; Vibration damping; Design analysis; Tuning; Viscosity; Structural vibration; Dampers; Seismic effects; Shape memory alloys; Friction; Earthquake resistance; Degrees of freedom; Ground motion; Earthquake engineering; Energy dissipation; Passive systems; Structural response; Viscoelasticity; Dynamic structural analysis