Experimental study on strengthening effects of glass fibre-reinforced polymers on masonry infilled reinforced concrete frames
Author:
Affiliation:
1. Civil Engineering Faculty, University of Hasan Prishtina, Prishtine, Republic of Kosovo
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2018.1528893
Reference30 articles.
1. In-plane behavior of cavity masonry infills and strengthening with textile reinforced mortar
2. The effect of mechanical properties of masonry on the behavior of FRP-strengthened masonry-infilled RC frame under cyclic load
3. Binici, B. & Ozcebe, G. (2009). Seismic evaluation of infilled reinforced concrete frames strengthened with FRPS. Proceedings of the 8th US National Conference on Earthquake Engineering (pp. 92–101). Red Hook, NY: Curran Associates, Inc.
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1. A novel Ductile Lightweight Fiber-Reinforced Concrete (DLFC) infill for seismic-prone zones: Experimental and numerical investigations;Structures;2024-05
2. Comprehensive Shear and Flexural Study: Experimental and FE Modeling of RC Haunched Beams Rehabilitated by Basalt Fabric;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2021-09-21
3. Performance of Different Glass Fibre-reinforced Polymer Strengthening Schemes on Masonry Infilled RC Frames under Seismic Loading;Journal of Earthquake Engineering;2020-06-30
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