NEHRP Clearinghouse
displaying 11 - 20 results in total 36
Kunnath, S. K.; Reinhorn, A. M.
Inelastic Three-Dimensional Response Analysis of Reinforced Concrete Building Structures (IDARC-3D). Part 1. Modeling.
National Science Foundation, Washington, DC., April 17, 1989, 150 p.
Identifying Number(s): NCEER-89-0011
Keywords: Earthquake resistant structures; Deformation; Computerized simulation; Flexibility; Static tests; Dynamic response; Bending; dentifiers: Earthquake engineering; Hysteresis; Elastic properties; Loads (Forces); Mechanical properties; Dynamic structural analysisNagarajaiah, S.; Reinhorn, A. M.; Constantinou, M. C.
Nonlinear Dynamic Analysis of Three-Dimensional Base Isolated Structures (3D-BASIS).
National Science Foundation, Washington, DC., August 3, 1989, 132 p.
Identifying Number(s): NCEER-89-0019
Keywords: Nonlinear analysis; Earthquake resistant structures; 3D-BASIS computer program; Mathematical models; Dynamic response; Ground motion; Earthquake engineering; Buildings; Base isolation; Seismic effectsTsopelas, P. C.; Nagarajaiah, S.; Constantinou, M. C.; Reinhorn, A. M.
3D-BASIS-M: Nonlinear Dynamic Analysis of Multiple Building Base Isolated Structures.
National Science Foundation, Washington, DC., May 28, 1991, 192 p.
Identifying Number(s): NCEER-91-0014
Keywords: Earthquake resistant structures; 3D-BASIS-M computer program; Structural vibration; Mathematical models; Earthquake engineering; Vibration damping; Stiffness; Displacement; Vibration isolators; Bearings; Nonlinear systems; Dynamic structural analysisDemetriades, G. F.; Constantinou, M. C.; Reinhorn, A. M.
Study of Wire Rope Systems for Seismic Protection of Equipment in Buildings.
New York State Science and Technology Foundation, Albany., May 20, 1992, 161 p.
Identifying Number(s): NCEER-92-0012
Keywords: ; Earthquake resistant structures; Structural vibration; Shock; Dynamic response; Buildings; Earthquake engineering; Wire rope; Vibration damping; Displacement; Vibration isolators; Seismic effectsReinhorn, A. M.; Soong, T. T.; Lin, R. C.; Riley, M. A.; Wang, Y. P.
Active Bracing System: A Full Scale Implementation of Active Control.
National Science Foundation, Washington, DC., August 14, 1992, 113 p.
Identifying Number(s): NCEER-92-0020
Keywords: ; Earthquake resistant structures; Braces; Structural vibration; Earthquake resistance; Specifications; Algorithms; Mathematical models; Bracing; Actuators; Dynamic response; Buildings; Earthquake engineering; Active control; Servomechanisms; Loads (Forces); Seismic effects; EarthquakesChoudhuri, 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 engineering