A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Summary of Findings of Cyclic Shear Tests on Masonry Piers
The report summarizes the findings of the Earthquake Engineering Research Center (EERC) reports dealing with the test behavior of reinforced masonry piers subjected to in-plane loadings (both static and dynamic cyclic). It considers reports 76/8 and 76/16 on double piers; 78/27, 78/28, 79/12 on single piers; and 81/10 on seismic design provisions. The effect of horizontal reinforcing on pier behavior, in particular shear ductility, is considered in more detail.
Summary of Findings of Cyclic Shear Tests on Masonry Piers
The report summarizes the findings of the Earthquake Engineering Research Center (EERC) reports dealing with the test behavior of reinforced masonry piers subjected to in-plane loadings (both static and dynamic cyclic). It considers reports 76/8 and 76/16 on double piers; 78/27, 78/28, 79/12 on single piers; and 81/10 on seismic design provisions. The effect of horizontal reinforcing on pier behavior, in particular shear ductility, is considered in more detail.
Summary of Findings of Cyclic Shear Tests on Masonry Piers
J. C. Scrivener (author)
1986
12 pages
Report
No indication
English
Construction Materials, Components, & Equipment , Structural Analyses , Construction Equipment, Materials, & Supplies , Piers , Masonry , Shear tests , Dynamic structural analysis , Bricks , Reinforcement(Structures) , Mechanical tests , Test facilities , Mechanical properties , Displacement , Concrete blocks
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