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Water permeability of masonry walls

Publisher: Elsevier Science
Year: 1941
Tongue: English
Weight: 67 KB
Volume: 232
Category: Article
ISSN: 0016-0032
DOI: 10.1016/s0016-0032(41)90184-9

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The results of tests of plain and confined masonry walls with h/l ratio equal to 1•5, made at 1 : 5 scale, have been used to develop a rational method for modelling the seismic behaviour of confined masonry walls. A trilinear model of lateral resistance-displacement envelope curve has been proposed,