NEHRP Clearinghouse
displaying 1 - 10 results in
total 17
Mander, J. B.; Nair, B.; Wojtkowski, K.; Ma, J.
Experimental Study on the Seismic Performance of Brick-Infilled Steel Frames with and without Retrofit.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., January 29, 1993, 141 p.
Identifying Number(s): NCEER-93-0001
Keywords: ; Bricks; Buildings; Tests; Earthquake engineering; Beams (Supports); Seismic design; Structural steels; Jackets; Cyclic loads; Framed structures; RetrofittingChang, G. A.; Mander, J. B.
Seismic Energy Based Fatigue Damage Analysis of Bridge Columns. Part 2. Evaluation of Seismic Demand.
National Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 1, 1994, 150 p.
Keywords: ; Damage assessment; Earthquake engineering; Seismic design; Bridge piers; Reinforced concrete; Finite element analysis; Computer applications; Mathematical modelsPekcan, 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: ; Dynamic response; Connectors; Steel structures; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Fatigue (Materials); Structural engineering; Structural failure; Construction materials; Structural analysis; Cyclic loads; Fatigue lifePekcan, 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: Shock absorbers; Earthquake resistant structures; Friction; Spring damper systems; Reinforced concrete; Vibration damping; Shear properties; Elastomers; Compressibility; Viscosity; Structural analysis; Dynamic analysisChoudhuri, 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: ; Dynamic response; Ground motion; Dynamic structural analysis; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Structural design; Reinforced concrete; Seismic effects; Elastic analysis; Concrete structures; Framed structures; Seismic wavesBracci, 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: ; Retrofitting; Earthquake engineering; Beams (Supports); Loads (Forces); Seismic design; Reinforced concrete; Office buildings; Scale models; Framed structures; Dynamic 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: ; Dynamic response; Ground motion; Seismic waves; Static loads; Hysteresis; Cracking (Fracturing); Earthquake damage; Structural vibration; Mechanical properties; Seismic effects; Stiffness; Structural members; Nonlinear analysis; Concrete structures; Mathematical models; Cyclic loads; Seismic loads; 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: ; Dynamic response; Seismic waves; Ground motion; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Structural design; Reinforced concrete; Seismic effects; Elastic analysis; Concrete structures; Framed structures; 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: ; Ground motion; Buildings; Earthquake engineering; Seismic design; Lateral pressure; Soil structure interactions; Reinforced concrete; Columns (Supports); Scale models; Lap joints; Mathematical models; Subassemblies; Framed structures; Cyclic loads; RetrofittingHoffmann, 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: ; Buildings; Earthquake resistant structures; Earthquake engineering; Seismic design; Reinforced concrete; Framed structures; Retrofitting