NEHRP Clearinghouse

displaying 41 - 50 results in total 52

  • 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

  • Sigaher-Boyle, A. N.; Constantinou, M. C.
    Scissor-Jack-Damper Energy Dissipation System.
    Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY., December 1, 2004, 264 p.
    Keywords: Damping; Buildings; Scissor-jack-damper system; Testing; Velocity; Structural members; Displacement; Design; Energy dissipation

  • Raufaste, N. J.
    Earthquake Resistant Construction Using Base Isolation: Earthquake Protection in Buildings through Base Isolation. Volume 1.
    April 1992, 162 p.
    Identifying Number(s): NIST/SP-832-VOL-1
    Keywords: Dynamic response; Shock resistance; Foreign technology; Buildings; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Performance evaluation; Guidelines; Structural vibration; Foundations; Translations; Vibration damping; Structural members; Design criteria; Japan; Case histories; Effectiveness; Seismic waves

  • Kunnath, S. K.; El-Bahy, A.; Taylor, A.; Stone, W.
    Cumulative Seismic Damage of Reinforced Concrete Bridge Piers.
    Federal Highway Administration, Washington, DC., September 2, 1997, 204 p.
    Identifying Number(s): NCEER-97-0006
    Keywords: ; Earthquake damage; Ductility; Damage assessment; Energy dissipation; Earthquake engineering; Reinforcement (Structures); Dynamic response; Highway bridges; Seismic design; Hysteresis; Bridge piers; Failure modes; Reinforced concrete; Structural fatigue; Structural members; Displacement; Columns (Supports); Fatigue limit; Cyclic loads; Dynamic structural analysis

  • Miranda, E.; Bertero, V. V.
    Evaluation of the Seismic Performance of a Ten-Story RC Building during the Whittier Narrows Earthquake.
    National Science Foundation, Washington, DC.; California Div. of Mines and Geology, Sacramento.; Kajima Inst. of Construction Technology, Tokyo (Japan)., October 1991, 112 p.
    Identifying Number(s): UCB/EERC-91/10
    Keywords: Soil-structure interactions; Earth movements; Structural members; Elastic analysis; Fourier transformation; Earthquake damage; Ductility; Building codes; Earthquake engineering; Reinforced concrete; Seismic effects; Displacement; Spectrum analysis; California; Framed structures; Dynamic structural analysis; Dynamic response; Earthquake resistant structures; Loads (Forces); Structural vibration; Whittier Narrows Earthquake; Concrete structures

  • Chang, K. C.; Yao, G. C.; Lee, G. C.; Hao, D. S.; Yeh, Y. C.
    Dynamic Characteristics of a Full-Size Five-Story Steel Structure and a 2/5 Scale Model.
    National Science Foundation, Washington, DC., July 2, 1991, 105 p.
    Identifying Number(s): NCEER-91-0011
    Keywords: Dynamic response; Earthquake damage; Design analysis; Steel structures; Earthquake engineering; Damage assessment; Prototypes; Stress analysis; Structural vibration; Foundations; Structural members; Model tests; Vibration tests; Framed structures; Shake Table Tests; Concrete slabs

  • Witting, P. R.; Cozzarelli, F. A.
    Shape Memory Structural Dampers: Material Properties, Design and Seismic Testing.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., May 26, 1992, 106 p.
    Identifying Number(s): NCEER-92-0013
    Keywords: ; Dynamic response; Vibration isolators; Earthquake engineering; Structural vibration; Mechanical properties; Vibration damping; Seismic effects; Structural members; Model tests; Shape memory alloys; Structural analysis; Bending moments

  • Goel, R. K.; Chopra, A. K.
    Inelastic Seismic Response of One-Story, Asymmetric-Plan Systems.
    National Science Foundation, Washington, DC., October 1990, 256 p.
    Identifying Number(s): UCB/EERC-90/14
    Keywords: ; Dynamic response; Buildings; Earthquake engineering; Structural vibration; Torsion; Seismic effects; Stiffness; Earth movements; Displacement; Elastic analysis; Structural members; Deformation; Structural analysis

  • 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

  • Kaba, S. A.; Mahin, S. A.
    Refined Modelling of Reinforced Concrete Columns for Seismic Analysis.
    National Science Foundation, Washington, DC., April 1984, 112 p.
    Identifying Number(s): UCB/EERC-84/03
    Keywords: Earthquake resistant structures; Loads (Forces); Mechanical hysteresis; Reinforced concrete; Steels; Sheer stresses; Seismic effects; Structural members; Strength; Stiffness; Columns (Supports); Model tests; Axial stress; Framed structures; Bending