NEHRP Clearinghouse

displaying 1 - 9 results in total 9

• 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)

• 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

• 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)

• 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

• Vian, D.; Bruneau, M.
  Experimental Investigation of P-Delta Effects to Collapse During Earthquakes.
  National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., June 25, 2001, 364 p.
  Identifying Number(s): MCEER-01-0001
  Keywords: Collapses; Structural safety; Damage; Ground motion; Earthquake engineering; Single Degree of Freedom; Highway bridges; Piers; Performance limits; Shaking table tests; P delta effects

• 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

• Scrivener, J. C.
  Summary of Findings of Cyclic Shear Tests on Masonry Piers.
  National Science Foundation, Washington, DC., June 1986, 12 p.
  Identifying Number(s): REPT-3.1(A)-1
  Keywords: ; Masonry; Mechanical tests; Test facilities; Concrete blocks; Bricks; Shear tests; Displacement; Piers; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis

• Tsopelas, P.; Okamoto, S.; Constantinou, M. C.; Ozaki, D.; Fujii, S.
  NCEER-Taisei Corporation Research Program on Sliding Seismic Isolation Systems for Bridges: Experimental and Analytical Study of Systems Consisting of Sliding Bearings, Rubber Restoring Force Devices and Fluid Dampers. Volume 2.
  National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., February 4, 1994, 274 p.
  Keywords: ; Elastomers; Seismic design; Rubber gaskets; Damping; Earthquake engineering; Piers; Vibration isolators; Bearings