NEHRP Clearinghouse
displaying 1 - 10 results in total 17
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; SeismicityPekcan, 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 programsChoudhuri, D.; Mander, J. B.; Reinhorn, A. M.
Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part 1. Experimental Performance of Retrofitted Subassemblages.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 8, 1992, 132 p.
Identifying Number(s): NCEER-92-0030
Keywords: ; Earthquake resistant structures; Reinforced concrete; Seismic waves; Framed structures; Structural design; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Elastic analysis; Loads (Forces); Seismic effects; Dynamic structural analysisBracci, J. M.; Reinhorn, A. M.; Mander, J. B.
Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part 2. Experimental Performance and Analytical Study of a Retrofitted Structural Model.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 8, 1992, 197 p.
Identifying Number(s): NCEER-92-0031
Keywords: ; Earthquake resistant structures; Reinforced concrete; Framed structures; Seismic waves; Structural design; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Elastic analysis; Loads (Forces); Seismic effects; Dynamic structural analysisBracci, J. M.; Reinhorn, A. M.; Mander, J. B.
Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 1. Design and Properties of a One-Third Scale Model Structure.
New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., December 1, 1992, 181 p.
Identifying Number(s): NCEER-92-0027
Keywords: ; Seismic design; Reinforced concrete; Scale models; Framed structures; Beams (Supports); Retrofitting; Earthquake engineering; Office buildings; Loads (Forces); Dynamic structural analysisAycardi, L. E.; Mander, J. B.; Reinhorn, A. M.
Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 2. Experimental Performance of Subassemblages.
New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., December 1, 1992, 163 p.
Identifying Number(s): NCEER-92-0028
Keywords: ; Seismic design; Reinforced concrete; Scale models; Framed structures; Retrofitting; Columns (Supports); Mathematical models; Buildings; Earthquake engineering; Lap joints; Ground motion; Cyclic loads; Soil structure interactions; Subassemblies; Lateral pressureHoffmann, G. W.; Kunnath, S. K.; Reinhorn, A. M.; Mander, J. B.
Gravity-Load-Designed Reinforced Concrete Buildings: Seismic Evaluation of Existing Construction and Detailing Strategies for Improved Seismic Resistance.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., July 15, 1992, 164 p.
Identifying Number(s): NCEER-92-0016
Keywords: ; Seismic design; Earthquake resistant structures; Reinforced concrete; Framed structures; Retrofitting; Buildings; Earthquake engineeringPekcan, 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 analysisPekcan, 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 analysisReinhorn, A. M.; Madan, A.; Valles, R. E.; Reichmann, Y.; Mander, J. B.
Modeling of Masonry Infill Panels for Structural Analysis.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., December 8, 1995, 86 p.
Identifying Number(s): NCEER-95-0018
Keywords: ; Nonlinear analysis; Seismic waves; Hysteresis; Structural members; Mathematical models; Cyclic loads; Seismic loads; Structural vibration; Static loads; Earthquake damage; Concrete structures; Stiffness; Seismic effects; Cracking (Fracturing); Dynamic response; Ground motion; Mechanical properties; Dynamic structural analysis