NEHRP Clearinghouse
displaying 1 - 6 results in total 6
['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['Pekcan, G.', 'Mander, J. B.', 'Chen, S. S.']
Seismic Retrofit of End-Sway Frames of Steel Deck-Truss Bridges with a Supplemental Tendon System: Experimental and Analytical Investigation.
Federal Highway Administration, Washington, DC., July 1, 2000, 186 p.
Identifying Number(s): MCEER-00-0004
Keywords: Seismic design; Steel structures; Nonlinear time history analysis; Steel bridges; Structural tests; Steel deck truss bridges; Drain-2DX program; Tendons (Materials); Damping (Engineering); Shaking table tests; Retrofitting; Bracing; Bridge decks; Dynamic characteristics; Structural analysis; Frames; Model tests; Earthquake engineering; Load paths; Computer programs['Pekcan, G.', 'Mander, J. B.', 'Chen, S. S.']
Experimental and Analytical Study of Low-Cycle Fatigue Behavior of Semi-Rigid Top-And-Seat Angle Connections.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., January 5, 1995, 129 p.
Identifying Number(s): NCEER-95-0002
Keywords: ; Structural engineering; Earthquake resistant structures; Steel structures; Structural failure; Fatigue life; Construction materials; Dynamic response; Earthquake engineering; Fatigue (Materials); Connectors; Cyclic loads; Loads (Forces); Structural analysis['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['Pekcan, G.', 'Mander, J. B.', 'Chen, S. S.']
Experimental Investigation and Computational Modeling of Seismic Response of a 1:4 Scale Model Steel Structure with a Load Balancing Supplemental Damping System.
Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA.; Federal Emergency Management Agency, Washington, DC., April 2, 1999, 220 p.
Identifying Number(s): MCEER-99-0006
Keywords: ; Seismic design; Steel structures; Computerized simulation; Damping; Earthquake engineering; Cables (Rope); Structural response['Mander, J. B.', 'Waheed, S. M.', 'Chaudhary, M. T. A.', 'Chen, S. S.']
Seismic Performance of Shear-Critical Reinforced Concrete Bridge Piers.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., May 12, 1993, 171 p.
Identifying Number(s): NCEER-93-0010
Keywords: ; Seismic design; Reinforced concrete; Beams (Supports); Columns (Supports); Damage analysis; Earthquake engineering; Joints (Junctions); Bridge piers; Shear tests