NEHRP Clearinghouse

Title
Summary of Findings of Cyclic Shear Tests on Masonry Piers.
File
PB93214526.pdf
Author(s)
Scrivener, J. C.
Source
National Science Foundation, Washington, DC., June 1986, 12 p.
Identifying Number(s)
REPT-3.1(A)-1
Abstract
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.
Keywords
; Masonry; Mechanical tests; Test facilities; Concrete blocks; Bricks; Shear tests; Displacement; Piers; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis