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    Strengthening of Infilled Reinforced Concrete Frames with TRM: Study on the Development and Testing of Textile-Based Anchors 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 003
    Author(s): L. Koutas; A. Pitytzogia; T. C. Triantafillou; S. N. Bousias
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a technique for strengthening of reinforced concrete infilled frames with textile-reinforced mortar (TRM) jacketing. The key objective of the study is to examine different methods of masonry infill-concrete ...
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    Seismic Strengthening of Masonry-Infilled RC Frames with TRM: Experimental Study 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 002
    Author(s): L. Koutas; S. N. Bousias; T. C. Triantafillou
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a technique for retrofitting nonseismically reinforced concrete (RC) masonry-infilled frames with textile-reinforced mortar (TRM) jacketing. In the present study the application of TRM is examined on ...
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    Analytical Modeling of Masonry-Infilled RC Frames Retrofitted with Textile-Reinforced Mortar 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 005
    Author(s): L. Koutas; T. C. Triantafillou; S. N. Bousias
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes an analytical approach for modeling the behavior of textile-reinforced mortar (TRM)-strengthened masonry-infilled reinforced-concrete (RC) frames under seismic loading. The model falls into the discrete ...
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    Continuous One-Way RC Slabs with Sinking Outer Support: Tests and Simple Model 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): N. Stathas; S. N. Bousias; X. Palios; E. Strepelias; M. N. Fardis
    Publisher: American Society of Civil Engineers
    Abstract: Tests were carried out on two continuous one-way slab specimens, representing, at a scale of 1:1.5, the floor slabs of a multistory building most affected by a postulated instant loss of a perimeter column owing to accidental ...
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    Tests and Simple Models of RC Frame Subassemblies for Postulated Loss of Column 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): N. Stathas; S. N. Bousias; X. Palios; E. Strepelias; M. N. Fardis
    Publisher: American Society of Civil Engineers
    Abstract: The impact of the loss of an intermediate column on the most adversely affected subassembly of a multistory, multibay reinforced concrete (RC) frame was studied experimentally and analytically. Two subassemblies were ...
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