NEHRP Clearinghouse

displaying 11 - 16 results in total 16

  • Yang, T. S.; Popov, E. P.
    Behavior of Pre-Northridge Moment Resisting Steel Connections.
    National Science Foundation, Arlington, VA.; American Inst. of Steel Construction, Chicago, IL., August 1995, 74 p.
    Identifying Number(s): UCB/EERC-95/08
    Keywords: Dynamic response; Stress intensity factors; Stress-strain relationships; Strain (Mechanics); Steel structures; Earthquake engineering; Cracking (Fracturing); Stress analysis; Failure (Mechanics); Structural vibration; Seismic design; Mechanical properties; Finite element analysis; Structural members; Northridge earthquake; Moments; Stress distribution; Construction joints; Dynamic structural analysis

  • Cheok, G. S.; Stone, W. C.
    Overview of NIST Research on Seismic Performance of Moment Resisting Precast Concrete Beam-Column Joints Containing Post-Tensioning.
    August 1993, 38 p.
    Identifying Number(s): NISTIR-5257
    Keywords: ; Earthquake damage; Prestressed concrete; Buildings; Damage assessment; Earthquake engineering; Beams (Supports); Loads (Forces); Ductility; Boundary conditions; Structural members; Moments; Precast concrete; Columns (Supports); Model tests; Concrete structures; Structural analysis; Construction joints; Cyclic loads; Energy dissipation

  • Goel, R. K.; Chopra, A. K.
    Vibration Properties of Buildings Determined from Recorded Earthquake Motions.
    National Science Foundation, Arlington, VA., December 1997, 286 p.
    Identifying Number(s): UCB/EERC-97/14
    Keywords: Dynamic response; Seismic waves; Ground motion; Buildings; Building codes; Earthquake engineering; Structural vibration; Seismic design; Transverse waves; Soil-structure interactions; Rayleigh equations; Shear walls; Seismic effects; Moments; Longitudinal waves; Framed structures; Torsional vibration; Dynamic structural analysis

  • Blondet, M.; Mayes, R. L.
    Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 3. Walls No. 8, 9, 10, and 11 (Group 2).
    National Science Foundation, Washington, DC., April 1991, 309 p.
    Identifying Number(s): REPT-3.2(B2)-VOL-3
    Keywords: ; Experimental data; Walls; Earth movements; Clays; Construction joints; Earthquake damage; Reinforcement (Structures); Earthquakes; Moments; Bending; Earthquake engineering; Mechanical properties; Deflection; Seismic effects; Displacement; Bricks; Dynamic response; Dynamic structural analysis; Dynamic tests; Loads (Forces); Masonry

  • Blondet, M.; Mayes, R. L.
    Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 4. Walls No. 3, 5 and 7 (Group 3).
    National Science Foundation, Washington, DC., April 1991, 255 p.
    Identifying Number(s): REPT-3.2(B2)-VOL-4
    Keywords: ; Experimental data; Walls; Earth movements; Clays; Construction joints; Earthquake damage; Reinforcement (Structures); Earthquakes; Moments; Bending; Earthquake engineering; Mechanical properties; Deflection; Seismic effects; Displacement; Bricks; Dynamic response; Dynamic structural analysis; Dynamic tests; Loads (Forces); Masonry

  • Kariotis, J. C.; Waqfi, O. M.
    Trial Designs Made in Accordance with Tentative Limit States Design Standards for Reinforced Masonry Buildings.
    National Science Foundation, Washington, DC., February 1992, 242 p.
    Identifying Number(s): REPT-9.1-2
    Keywords: ; Earthquake damage; Damping; Buildings; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Masonry; Structural design; Mechanical properties; Walls; Stiffness; Structural members; Moments; Displacement; Earth movements; Seismic effects; Design standards; Mathematical models; Deformation