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,
β¦ LIBER β¦
The cause and cure of leaky masonry walls
- Publisher
- Elsevier Science
- Year
- 1941
- Tongue
- English
- Weight
- 143 KB
- Volume
- 231
- Category
- Article
- ISSN
- 0016-0032
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