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displaying 1 - 3 results in total 3
['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