Reinhorn, A. M.; Kunnath, S. K.; Panahshahi, N.
Modeling of R/C Building Structures with Flexible Floor Diaphragms (IDARC2).
National Science Foundation, Washington, DC.,
September 7, 1988,
129 p.
Identifying Number(s): NCEER-88-0035
Keywords: Floors; Damage assessment; Buildings; Earthquake engineering; Numerical analysis; Reinforced concrete; Flexibility; Diaphragms (Mechanics); Concrete structures; Mathematical models; Structural analysis
Reinhorn, 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: ; Braces; Dynamic response; Buildings; Earthquake resistance; Earthquake resistant structures; Specifications; Loads (Forces); Earthquake engineering; Structural vibration; Earthquakes; Seismic effects; Active control; Mathematical models; Servomechanisms; Algorithms; Actuators; Bracing
Bracci, 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 analysis
Aycardi, 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; Retrofitting
Hoffmann, 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
Kusumastuti, D.; Reinhorn, A. M.; Rutenberg, A.
Versatile Experimentation Model for Study of Structures Near Collapse Applied to Seismic Evaluation of Irregular Structures.
National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program.,
March 31, 2005,
283 p.
Identifying Number(s): MCEER-05-0002
Keywords: Ground motion; Buildings; Earthquake engineering; Collapse; Seismic design; Lateral pressure; Accelerograms; Irregular buildings; Hospitals; Dynamic structural response
Manolis, G. D.; Juhn, G.; Reinhorn, A. M.
Experimental Investigation of Primary-Secondary System Interaction.
National Science Foundation, Washington, DC.,
May 27, 1988,
56 p.
Identifying Number(s): NCEER-88-0019
Keywords: ; Damping; Earthquake resistant structures; Primary waves; Simulators; Graphs (Charts); Soil dynamics; Secondary waves; Seismic effects; White noise; Seismology; Dynamic structural analysis
Nagarajaiah, 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: Dynamic response; Ground motion; Buildings; Earthquake engineering; Earthquake resistant structures; Base isolation; 3D-BASIS computer program; Seismic effects; Nonlinear analysis; Mathematical models
Bracci, J. M.; Reinhorn, A. M.; Mander, J. B.
Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads. Part 3. Experimental Performance and Analytical Study of a Structural Model.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany.,
December 1, 1992,
162 p.
Identifying Number(s): NCEER-92-0029
Keywords: ; Buildings; Tests; Earthquake engineering; Beams (Supports); Damage assessment; Seismic design; Reinforced concrete; Columns (Supports); Scale models; Concrete structures; Framed structures
Demetriades, 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: ; Dynamic response; Buildings; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Wire rope; Shock; Structural vibration; Vibration damping; Seismic effects; Displacement