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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 analysisHidalgo, 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 analysisChen, 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 analysisHidalgo, 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 analysisSveinsson, 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 analysisMa, 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 analysisMayes, 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; StudsWalker, 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