Experimental Assessment of Controlled Rocking Masonry Shear Walls without Post-tensioning
AbstractSeveral research studies have recently evaluated the seismic response of controlled rocking masonry walls (CRMWs) with unbonded post-tensioning (PT) tendons. These studies demonstrated that such walls typically have both low damage and the ability to self-center, thus presenting an enhanced...
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Veröffentlicht in: | Journal of structural engineering (New York, N.Y.) N.Y.), 2022-04, Vol.148 (4) |
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Format: | Artikel |
Sprache: | eng |
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