NEHRP Clearinghouse
displaying 91 - 100 results in total 110
['Straw, D. L.', 'Saiidi, M.', "O'Connor, D. N."]
Scale Model Testing of One-Way Reinforced Concrete Pier Hinges Subjected to Combined Axial Force, Shear and Flexure.
National Science Foundation, Washington, DC., March 1992, 47 p.
Identifying Number(s): CCEER-92-1
Keywords: ; Reinforced concrete; Deformation; Hinges; Structural vibration; Seismic waves; Reinforcing steels; Model tests; Dynamic response; Earthquake damage; Earthquake engineering; Shear properties; Bridge piers; Displacement; Cyclic loads; Computer programs; Loads (Forces); Structural members['Downs, R. E.', 'Hjelmstad, K. D.', 'Foutch, D. A.']
Evaluation of Two RC Buildings Retrofit with Steel Bracing.
National Science Foundation, Washington, DC., November 1991, 355 p.
Identifying Number(s): ['UILU-ENG-91-2011', 'STRUCTURAL RESEARCH SER-563']
Keywords: ; Finite element method; Reinforcing materials; Earthquake resistant structures; Reinforced concrete; Structural vibration; Retrofitting; Mexico; Reinforcing steels; Earthquake damage; Dynamic response; Buildings; Earthquake engineering; Concrete structures; Soil-structure interactions; Computer programs; Reinforcement (Structures); Structural analysis['Saiidi, M.', 'Maragakis, E.', 'Feng, S.']
Evaluation of the Current CALTRANS Seismic Restrainer Design Method.
California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.; Nevada Dept. of Transportation, Carson City., October 1992, 72 p.
Identifying Number(s): CCEER-92-8
Keywords: Earthquake resistant structures; Hinges; Computer programs; Restrainers; Dynamic response; Earthquake engineering; Design standards; Highway bridges; Displacement; Stress analysis; Bridge design; Stiffness; Bearings; Nonlinear systems; Seismic effects; Earthquakes; Dynamic structural analysis['Ettouney, M. M.', 'Daddazio, R. P.']
Nonlinear Seismic Analysis of Reinforced Concrete Buildings. Phase 1.
National Science Foundation, Washington, DC. Small Business Innovation Research Programs., September 30, 1989, 42 p.
Keywords: ; Earthquake resistant structures; Reinforced concrete; Structural vibration; Deformation; Mathematical models; Dynamic response; Buildings; Plastic properties; Earthquake engineering; Computer programs; Nonlinear systems; Seismic effects; Structural members; Earthquakes; Dynamic structural analysis['Kariotis, J. C.', 'Waqfi, O. M.', 'Ewing, R. D.']
Computer Program Using Beam Elements for the Nonlinear, Dynamic Analysis of Lumped Parameter Models.
National Science Foundation, Washington, DC., February 1992, 96 p.
Identifying Number(s): REPT-2.3-5
Keywords: Equations of motion; Displacement; Loads (Forces); Damping; Nonlinear systems; Masonry; Concrete; Matrices (Mathematics); Algorithms; LPM/II computer program; Stiffness; Beams (Supports); Walls; Dynamic response; Degrees of freedom; Earthquake engineering; Boundary conditions; Computer programs; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis['He, L.', 'Priestley, M. J. N.']
Seismic Behavior of Flanged Masonry Shear Walls. Final Report.
National Science Foundation, Washington, DC., November 1992, 295 p.
Identifying Number(s): REPT-4.1-2
Keywords: Moments; Test facilities; Tables (Data); Loads (Forces); Flanged masonry walls; Mathematical models; Ductility; Strains; Masonry; Matrices (Mathematics); Earthquake damage; Stiffness; Seismic effects; Walls; Flexural strength; Dynamic response; Earthquake engineering; Computer programs; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis['Ewing, R. D.', 'El-Mustapha, A. M.', 'Kariotis, J. C.']
FEM/I: A Finite Element Computer Program for the Nonlinear Static Analysis of Reinforced Masonry Building Components (Revised).
National Science Foundation, Washington, DC., June 1990, 126 p.
Identifying Number(s): REPT-2.2-1
Keywords: Masonry; Finite element method; Seismic design; Research management; Static tests; TCCMAR (Technical Coordinating Committee on Masonry Research); Earthquake engineering; Computer programs; NEHRP (National Earthquake Hazards Reduction Program)['Seible, F.', 'LaRovere, H. L.']
Summary on Pseudodynamic Testing.
National Science Foundation, Washington, DC., February 1987, 53 p.
Identifying Number(s): REPT-3.1(B)-1
Keywords: Structural vibration; Computerized simulation; Matrices (Mathematics); Test methods; Mathematical models; Dynamic tests; Earthquake engineering; PSDYN computer program; Vibration damping; Computer programs; User manuals (Computer programs); Dynamic structural analysis['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 analysis['Tsopelas, 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 analysis