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)
Hauptverfasser: Yassin, Ahmed, Ezzeldin, Mohamed, Wiebe, Lydell
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Sprache:eng
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