NEHRP Clearinghouse
displaying 21 - 30 results in total 36
Nagarajaiah, S.; Li, C.; Reinhorn, A. M.; Constantinou, M. C.
3D-BASIS-TABS: Computer Program for Nonlinear Dynamic Analysis of Three Dimensional Base Isolated Structures.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., August 2, 1993, 192 p.
Identifying Number(s): NCEER-93-0011
Keywords: ; Three dimensional display systems; Buildings; Earthquake engineering; Computer programs; Dynamic structural analysisTsopelas, P. C.; Constantinou, M. C.; Reinhorn, A. M.
3D-BASIS-ME: Computer Program for Nonlinear Dynamic Analysis of Seismically Isolated Single and Multiple Structures and Liquid Storage Tanks.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., April 12, 1994, 192 p.
Keywords: 3D-BASIS-ME Computer program; Earthquake resistant structures; Structural vibration; Storage tanks; Dynamic response; Earthquake engineering; Vibration damping; Displacement; Computer programs; Vibration isolators; Bearings; Nonlinear systems; Dynamic structural analysisReinhorn, A. M.; Nagarajaiah, S.; Constantinou, M. C.; Tsopelas, P.; Li, R.
3D-BASIS-TABS: Version 2.0 Computer Program for Nonlinear Dynamic Analysis of Three Dimensional Base Isolated Structures.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 22, 1994, 170 p.
Keywords: 3D-BASIS-TABS computer program; Earthquake resistant structures; Structural vibration; Dynamic response; Buildings; Earthquake engineering; Vibration damping; Stiffness; Computer programs; Vibration isolators; Bearings; Dynamic structural analysisReinhorn, A. M.; Li, C.; Constantinou, M. C.
Experimental and Analytical Investigation of Seismic Retrofit of Structures with Supplemental Damping. Part 1. Fluid Viscous Damping Devices.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., January 3, 1995, 179 p.
Identifying Number(s): NCEER-95-0001
Keywords: ; Reinforced concrete; Mathematical models; Viscous damping; Buildings; Earthquake engineering; Shaking; Displacement; Loads (Forces); Soil mechanics; Dynamic structural analysisLi, C.; Reinhorn, A. M.
Experimental and Analytical Investigation of Seismic Retrofit of Structures with Supplemental Damping. Part 2. Friction Devices.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., July 6, 1995, 234 p.
Identifying Number(s): NCEER-95-0009
Keywords: Sliding friction; Reinforced concrete; Tables (Data); Shaking; Displacement; Loads (Forces); Control systems; Damping; Mathematical models; Soil mechanisms; Passive control; Retrofitting; Structural design; Graphs (Charts); Buildings; Analytical models; Vibration; Earthquake engineering; Energy dissipation; Passive systems; Dynamic structural analysisValles, R. E.; Reinhorn, A. M.; Kunnath, S. K.; Li, C.; Madan, A.
IDARC2D Version 4.0: A Computer Program for the Inelastic Damage Analysis of Buildings.
National Science Foundation, Arlington, VA., June 3, 1996, 351 p.
Identifying Number(s): NCEER-96-0010
Keywords: IDARC2D computer program; Framed structures; Columns (Supports); Deformation; Flexibility; Bending; Connectors; Hysteresis; Damage assessment; Computerized simulation; Panels; Vibration damping; Vibration isolators; Nonlinear systems; Structural vibration; Beams (Structural); Earthquake damage; Buildings; Seismic effects; Inelastic stress; Walls; Rigidity; Computer programs; 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: ; 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 analysisValles, R. E.; Reinhorn, A. M.
Evaluation, Prevention and Mitigation of Pounding Effects in Building Structures.
National Science Foundation, Arlington, VA., February 20, 1997, 278 p.
Identifying Number(s): NCEER-97-0001
Keywords: Seismic design; Oscillations; Slamming; Buildings; Earthquake engineering; Vibration damping; Pounding; Building codesKusumastuti, 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: Accelerograms; Seismic design; Collapse; Hospitals; Dynamic structural response; Buildings; Earthquake engineering; Ground motion; Irregular buildings; Lateral pressureNagarajaiaj, S.; Reinhorn, A. M.; Constantinou, M. C.
3D-BASIS Nonlinear Dynamic Analysis of Three-Dimensional Base Isolated Structures: Part 2.
National Science Foundation, Washington, DC., February 28, 1991, 146 p.
Identifying Number(s): NCEER-91-0005
Keywords: Earthquake resistant structures; 3D-BASIS computer program; Structural vibration; Springs (Elastic); Algorithms; Mathematical models; Dynamic response; Earthquake engineering; Vibration damping; Stiffness; Displacement; Vibration isolators; Bearings; Nonlinear systems; Dynamic structural analysis