Estimation of load reduction factors for clay masonry walls.
The in-plane cyclic behaviour of three types of unreinforced clay masonry was characterized by means of laboratory tests on full-scale specimens. The masonry walls were assembled with various bonding arrangements (head joints made with mortar pockets, dry head joints with mechanical interlocking, th...
| Udgivet i: | Earthquake engineering & structural dynamics. 38, 10 (2009). |
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| Format: | Article |
| Sprog: | English |
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