NEHRP Clearinghouse

displaying 131 - 140 results in total 554

  • 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

  • Chang, T. S.; Teh, L. K.; Zhang, Y.
    Seismic Characteristics of Sediments in the New Madrid Seismic Zone.
    National Science Foundation, Washington, DC., February 1992, 157 p.
    Keywords: New Madrid Seismic Zone; Dynamic response; Damping; Earthquake engineering; Sands; Soil pressure; Arkansas; Test facilities; Shear properties; Soil tests; Soil properties; Tennessee; Mississippi; Strains; Seismic effects; Soil mechanics; Sediments

  • 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.; El-Mustapha, A. M.; Ewing, R. D.
    Influence of Foundation Model on the Uplifting of Structures.
    National Science Foundation, Washington, DC., July 1988, 41 p.
    Identifying Number(s): REPT-2.3-2
    Keywords: ; Dynamic response; Earthquake damage; Buildings; Damping; Earthquake engineering; Loads (Forces); Foundations; Uplift pressure; Earth movements; Degrees of freedom; Displacement; Soil mechanics; Mathematical models; Algorithms; Dynamic structural analysis

  • Bertero, V. V.; Borcherdt, R.; Clark, P. W.; Dreger, D.; Filippou, F.; Foutch, D.; Gee, L.; Higashino, M.; Kono, S.; Lu, L. W.
    Seismological and Engineering Aspects of the 1995 Hyogoken-Nanbu (Kobe) Earthquake.
    National Science Foundation, Arlington, VA., November 1995, 268 p.
    Identifying Number(s): UCB/EERC-95/10
    Keywords: Damage assessment; Soil-structure interactions; Hyogokehn-Nanbu Earthquake; Earthquake damage; Steel structures; Rock mechanics; Wooden structures; Soil mechanics; Tectonics; Liquefaction; Ground motion; Geodetics; Reinforced concrete; Seismic effects; Geotechnical engineering; Honshu; Dynamic structural analysis; Dynamic response; Kobe (Japan); Seismic waves; Highway bridges; Structural vibration

  • Nagarajaiaj, 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: Dynamic response; Bearings; Vibration isolators; Earthquake resistant structures; Earthquake engineering; 3D-BASIS computer program; Structural vibration; Springs (Elastic); Vibration damping; Stiffness; Displacement; Mathematical models; Algorithms; Nonlinear systems; Dynamic structural analysis