Masonry arches strengthened with composite unbonded tendons
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference24 articles.
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2. Rovero L, Focacci F, Stipo G. Structural behavior of arch models strengthened using FRP strips of different lengths. J Compos Construct, in press, http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000325.
3. Limit analysis of FRP strengthened masonry arches via nonlinear and linear programming;Caporale;Compos Part B: Eng,2012
4. Upper bound limit analysis model for FRP-reinforced masonry curved structures. Part II: Structural analyses;Milani;Comput Struct,2009
5. Seismic assessment of a historical masonry tower with nonlinear static and dynamic analyses tuned on ambient vibration tests;D’Ambrisi;Eng Struct,2012
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