NEHRP Clearinghouse

displaying 331 - 340 results in total 2187

  • ['Zayas, V. A.', 'Popov, E. P.', 'Mahin, S. A.']
    Cyclic Inelastic Buckling of Tubular Steel Braces.
    National Science Foundation, Washington, DC., June 1980, 204 p.
    Identifying Number(s): UCB/EERC-80/16
    Keywords: Seismic design; Earthquake resistant structures; Braces; Dynamic response; Buildings; Earthquake engineering; Buckling; Cyclic loads; Design criteria; Earthquakes; Dynamic structural analysis

  • ['Hidalgo, P. A.', 'Mayes, R. L.', 'McNiven, H. D.', 'Clough, R. W.']
    Cyclic Loading Tests of Masonry Single Piers. Volume 1: Height to Width Ratio of 2.
    National Science Foundation, Washington, DC., November 1978, 142 p.
    Identifying Number(s): UCB/EERC-78/27
    Keywords: Masonry; Buildings; Earthquake engineering; Shear tests; Cyclic loads; Piers; Loads (Forces); Earthquakes; Dynamic structural analysis

  • ['Chen, S. W. J.', 'Hidalgo, P. A.', 'Mayes, R. L.', 'Clough, R. W.', 'McNiven, H. D.']
    Cyclic Loading Tests of Masonry Single Piers. Volume 2: Height to Width Ratio of 1.
    National Science Foundation, Washington, DC., December 1978, 188 p.
    Identifying Number(s): UCB/EERC-78/28
    Keywords: Masonry; Buildings; Earthquake engineering; Shear tests; Cyclic loads; Piers; Loads (Forces); Earthquakes; Dynamic structural analysis

  • ['Hidalgo, P. A.', 'Mayes, R. L.', 'McNiven, H. D.', 'Clough, R. W.']
    Cyclic Loading Tests of Masonry Single Piers. Volume 3. Height to Width Ratio of 0.5.
    National Science Foundation, Washington, DC., May 1979, 154 p.
    Identifying Number(s): UCB/EERC-79/12
    Keywords: Masonry; Seismic design; Supports; Buildings; Earthquake engineering; Shear tests; Cyclic loads; Piers; Loads (Forces); Earthquakes; Dynamic structural analysis

  • ['Sveinsson, B. I.', 'McNiven, H. D.', 'Sucuoglu, H.']
    Cyclic Loading Tests of Masonry Single Piers. Volume 4. Addditional Tests with Height to Width Ratio of 1.
    National Science Foundation, Washington, DC., December 1985, 167 p.
    Identifying Number(s): UCB/EERC-85/15
    Keywords: Masonry; Supports; Concrete blocks; Buildings; Earthquake engineering; Bricks; Shear tests; Cyclic loads; Piers; Dynamic structural analysis

  • ['Ma, S. Y. M.', 'Popov, E. P.', 'Bertero, V. V.']
    Cyclic Shear Behavior of R/C Plastic Hinges.
    National Science Foundation, Washington, DC. Applied Science and Research Applications., March 31, 1976, 13 p.
    Keywords: Earthquake resistant structures; Reinforced concrete; Seismic waves; Construction joints; Shear properties; Buildings; Earthquake engineering; Cyclic loads; Earthquakes; Dynamic structural analysis

  • ['Mayes, R. L.', 'Omote, Y.', 'Clough, R. W.']
    Cyclic Shear Tests of Masonry Piers. Volume 2. Analysis of Test Results.
    National Science Foundation, Washington, DC., June 1976, 80 p.
    Identifying Number(s): EERC-76-16
    Keywords: Masonry; Contruction materials; Earthquake resistant structures; Shear walls; Buildings; Earthquake engineering; Building piers; Bearing stress; Shear tests; Cyclic loads; Piers; Reinforcement (Structures)

  • ['Mayes, R. L.', 'Omote, Y.', 'Clough, R. W.']
    Cyclic Shear Tests of Masonry Piers. Volume I. Test Results.
    National Science Foundation, Washington, D.C., May 1976, 108 p.
    Identifying Number(s): EERC-76-8
    Keywords: Masonry; Earthquake resistant structures; Shear walls; Construction materials; Buildings; Earthquake engineering; Building piers; Bearing stress; Shear tests; Cyclic loads; Piers; Reinforcement (Structures)

  • ['Celik, O. C.', 'Berman, J. W.', 'Bruneau, M.']
    Cyclic Testing of Braces Laterally Restrained by Steel Studs to Enhance Performance During Earthquakes.
    National Science Foundation, Arlington, VA., March 16, 2004, 256 p.
    Identifying Number(s): MCEER-04-0003
    Keywords: Braces; Hysteretic behavior; Literature review; Cyclic tests; Ductility; Cold formed steel studs; Earthquake engineering; Braced steel infills; Energy dissipation; Earthquakes; Mechanical properties; Displacement; Strength (Mechanics); Stiffness; Steel frames; Performance; Studs

  • ['Walker, A. J.', 'Stewart, H. E.']
    Cyclic Undrained Behavior of Nonplastic and Low Plasticity Silts.
    National Science Foundation, Washington, DC., July 26, 1989, 207 p.
    Identifying Number(s): NCEER-89-0035
    Keywords: Silts; Dynamic tests; Plastic properties; Earthquake engineering; Dynamic response; Shear strain; Liquefaction; Pore pressure; Soil dynamics; Shear tests; Soil mechanics; Earthquakes