Design Methods for Strengthening Masonry Buildings Using Textile-Reinforced Mortar
Author:
Affiliation:
1. Research Associate, Dept. of Civil Engineering, Univ. of Patras, Patras GR-26504, Greece (corresponding author). ORCID: .
2. Professor, Dept. of Civil Engineering, Univ. of Patras, Patras GR-26504, Greece.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000906
Reference60 articles.
1. Out-of-Plane Strength of Unreinforced Masonry Infill Panels
2. Experimental Investigation on Bond Behavior of Cement-Matrix–Based Composites for Strengthening of Masonry Structures
3. Nonlinear three-dimensional FE analyses of RC beams retrofitted using externally bonded CFRP sheets with or without anchorages
4. A qualification method for externally bonded Fibre Reinforced Cementitious Matrix (FRCM) strengthening systems
5. Experimental investigation of bond between glass textile reinforced mortar overlays and masonry: the effect of bond length
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