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: Shear tests; Buildings; Earthquake engineering; Earthquake resistant structures; Reinforcement (Structures); Masonry; Shear walls; Piers; Building piers; Construction materials; Bearing stress; Cyclic loads
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: ; Damping; Bearings; Vibration isolators; Earthquake engineering; Rubber gaskets; Seismic design; Elastomers; Piers
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: Shear tests; Buildings; Earthquake engineering; Loads (Forces); Masonry; Earthquakes; Piers; Cyclic loads; 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: Damage; Ground motion; Earthquake engineering; Highway bridges; P delta effects; Single Degree of Freedom; Performance limits; Collapses; Piers; Shaking table tests; Structural safety
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: Shear tests; Bricks; Buildings; Supports; Earthquake engineering; Masonry; Piers; Concrete blocks; Cyclic loads; 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: Shear tests; Buildings; Earthquake engineering; Earthquake resistant structures; Reinforcement (Structures); Masonry; Shear walls; Contruction materials; Piers; Building piers; Bearing stress; Cyclic loads
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: ; Shear tests; Dynamic structural analysis; Reinforcement (Structures); Masonry; Mechanical properties; Test facilities; Displacement; Piers; Mechanical tests; Concrete blocks; Bricks
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: Shear tests; Buildings; Earthquake engineering; Loads (Forces); Masonry; Earthquakes; Piers; Cyclic loads; 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: Shear tests; Buildings; Supports; Earthquake engineering; Loads (Forces); Masonry; Seismic design; Earthquakes; Piers; Cyclic loads; Dynamic structural analysis