NEHRP Clearinghouse

displaying 61 - 70 results in total 1394

  • 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

  • Barlett, S. F.; Youd, T. L.
    Empirical Analysis of Horizontal Ground Displacement Generated by Liquefaction-Induced Lateral Spreads.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany.; Corps of Engineers, Washington, DC., August 17, 1992, 119 p.
    Identifying Number(s): NCEER-92-0021
    Keywords: Lateral strain; Ground motion; Earthquake engineering; San Francisco (California); San Fernando (California); Japan; Case histories; Alaska; Idaho; Liquefaction

  • 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

  • Hart, G. C.; Englekirk, R. E.; Srinivasan, M.; Huang, S. C.; Drag, D. J.
    Seismic Performance Study TMS Shopping Center: Elastic Time History Analysis Using SAP90.
    National Science Foundation, Washington, DC., February 1992, 42 p.
    Identifying Number(s): EKEH-2.1-9
    Keywords: ; Ground motion; Buildings; Earthquake engineering; Seismographs; Masonry; Seismic design; History; Shopping centers; California; Japan; Computerized simulation

  • 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

  • Porter, M. L.; Sabri, A. A.
    Plank Diaphragm Characteristics.
    National Science Foundation, Washington, DC., July 1990, 238 p.
    Identifying Number(s): REPT-5.1-1
    Keywords: ; Prestressed concrete; Buildings; Earthquake engineering; Masonry; Lateral pressure; Seismic design; Diaphragms (Mechanics); Concrete slabs