NEHRP Clearinghouse

displaying 1 - 10 results in total 10

  • Wang, P. T.; Shah, S. P.; Naaman, A. E.
    Complete Stress-Strain Curve of Concrete and Its Effect on Ductility of Reinforced Concrete Members.
    National Science Foundation, Washington, D.C., October 1977, 276 p.
    Identifying Number(s): 77-2
    Keywords: Nonlinear analysis; Stress strain diagrams; Reinforced concrete; Reinforcing steels; Earthquake engineering; Computer programs; Loads (Forces); Ductility; Compressive strength

  • Aziz, T. S.
    Inelastic Dynamic Analysis of Building Frames.
    National Science Foundation, Washington, DC. Applied Science and Research Applications., August 1976, 230 p.
    Identifying Number(s): R76-37
    Keywords: Nonlinear analysis; Dynamic loads; Framed structures; Mechanical hysteresis; Dynamic response; Buildings; Earthquake engineering; Ground motion; Theses; Elastic properties; Soil structure interactions; Earthquakes; Dynamic structural analysis

  • Kaya, I.; McNiven, H. D.
    Investigation of the Nonlinear Characteristics of a Three Story Steel Frame Using System Identification.
    National Science Foundation, Washington, DC., December 1978, 97 p.
    Identifying Number(s): UCB/EERC-78/25
    Keywords: Nonlinear analysis; Seismic design; Steel construction; Earthquake resistant structures; Mechanical hysteresis; Mathematical models; Frames; Dynamic response; Buildings; Earthquake engineering; Systems identification; Computer programming

  • Mark, K. M. S.
    Nonlinear Dynamic Response of Reinforced Concrete Frames.
    National Science Foundation, Washington, DC. Engineering and Applied Science., August 1976, 268 p.
    Identifying Number(s): R76-38
    Keywords: Nonlinear analysis; Stress strain diagrams; Earthquake resistant structures; Framed structures; Reinforced concrete; Static loads; Dynamic response; Buildings; Earthquake engineering; Theses; Earthquakes; Dynamic structural analysis

  • Berman, J.; Warn, G.; Whittaker, A.; Bruneau, M.
    Engineering and Organizational Issues Related to The World Trade Center Terrorist Attack. Volume 2: Reconnaissance and Preliminary Assessment of a Damaged Building Near Ground Zero.
    April 2002, 40 p.
    Keywords: Nonlinear analysis; Damage assessment; Collapse; Debris; Ground Zero; New York; Research; Buildings; Earthquake engineering; Linear analysis; Attack; Reconnaissance; World Trade Center; Infrastructure; Terrorism; Multidisciplinary teams; Gravity loads; Structural analysis

  • Srivastav, S.; Abel, J. F.
    Design of a Modular Program for Transient Nonlinear Analysis of Large 3-D Building Structures.
    National Science Foundation, Washington, DC., December 30, 1987, 82 p.
    Identifying Number(s): NCEER-87-0027
    Keywords: Nonlinear analysis; Computerized simulation; Mathematical models; Seismology; Buildings; Earthquake engineering; Structural models; Structural members; 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: Nonlinear analysis; Earthquake resistant structures; 3D-BASIS computer program; Mathematical models; Dynamic response; Ground motion; Earthquake engineering; Buildings; Base isolation; Seismic effects

  • Aktan, A. E.; Miller, R.; Shahrooz, B.; Zwick, M.; Heckenmueller, M.; Ho, I.; Hrinko, W.; Toksoy, T.
    Nondestructive and Destructive Testing of a Reinforced Concrete Slab Bridge and Associated Analytical Studies.
    Federal Highway Administration, Washington, DC.; Ohio Dept. of Transportation, Columbus.; National Science Foundation, Washington, DC., December 1992, 350 p.
    Identifying Number(s): UC-CII-92-02
    Keywords: ; Nonlinear analysis; Reinforced concrete; Bridge inspection; Moments; Bridge maintenance; Bridge failures; Finite element analysis; Concrete structures; Nondestructive tests; Bridge tests; Destructive tests; Load bearing tests; Loads (Forces); Structural analysis

  • Reinhorn, 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 analysis

  • Constantinou, M. C.; Soong, T. T.; Dargush, G. F.
    Passive Energy Dissipation Systems for Structural Design and Retrofit.
    National Science Foundation, Arlington, VA.; New York State Government, Albany.; Federal Highway Administration, Washington, DC.; Federal Emergency Management Agency, Washington, DC., cJuly 31, 1998, 324 p.
    Identifying Number(s): ['MCEER-MONO-1', 'ISBN-0-9656682-1-5']
    Keywords: ; Nonlinear analysis; Seismic design; Energy absorbers; Retrofitting; Mathematical models; Structural design; Ground motion; Earthquake engineering; Energy dissipation; Vibration damping; Visoelastic damping; Hysteresis; Passive systems; Dampers; Structural memebers