Journal article
Experimental Assessment of Controlled Rocking Masonry Shear Walls without Post-tensioning
Abstract
Several 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 seismic response compared to conventional fixed-base shear walls. However, practical difficulties related to PT implementation during construction, coupled …
Authors
Yassin A; Ezzeldin M; Wiebe L
Journal
Journal of Structural Engineering, Vol. 148, No. 4,
Publisher
American Society of Civil Engineers (ASCE)
Publication Date
April 2022
DOI
10.1061/(asce)st.1943-541x.0003307
ISSN
0733-9445