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Water permeability of walls built of masonry units


Publisher
Elsevier Science
Year
1942
Tongue
English
Weight
55 KB
Volume
234
Category
Article
ISSN
0016-0032

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✦ Synopsis


I6;d

o not slide permanently out of position; rather, tensions are set up which cause the fiber to return to its original shape after the removal of the external force.

It is of interest to note that the function of the crosschains in wool is very similar to that of the cross-chains which are presumably formed during the vulcanization of rubber. Indeed, the similarities between these materials are so striking that wool may in a sense be considered to be a vulcanized fiber, in which respect it differs from all othertextile fibers.


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Seismic behaviour of confined masonry wa
✍ TomaΕΎevič, Miha; Klemenc, Iztok πŸ“‚ Article πŸ“… 1997 πŸ› John Wiley and Sons 🌐 English βš– 236 KB πŸ‘ 1 views

The results of tests of plain and confined masonry walls with h/l ratio equal to 1β€’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,