M
Mohammad A. Alhassan
Researcher at Jordan University of Science and Technology
Publications - 64
Citations - 488
Mohammad A. Alhassan is an academic researcher from Jordan University of Science and Technology. The author has contributed to research in topics: Engineering & Beam (structure). The author has an hindex of 9, co-authored 53 publications receiving 267 citations. Previous affiliations of Mohammad A. Alhassan include Indiana University & University of Illinois at Urbana–Champaign.
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Seismic Upgrade of Interior Beam-Column Subassemblages with High-Performance Fiber-Reinforced Concrete Jackets
TL;DR: In this article, the authors proposed a strengthening technique suitable for improving the performance of existing reinforced concrete gravity load-designed (GLD) structures with poor reinforcement details when subjected to severe seismic actions.
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Behavior of plain concrete beams with DSSF strengthened in flexure with anchored CFRP sheets—Effects of DSSF content on the bonding length of CFRP sheets
TL;DR: In this paper, the behavior of the anchored carbon fiber reinforced polymer (CFRP) plain concrete beams with various dosages of macro discontinuous structural synthetic fiber (DSSF) were investigated.
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Predicting the contribution of recycled aggregate concrete to the shear capacity of beams without transverse reinforcement using artificial neural networks
TL;DR: In this paper, the authors used Artificial Neural Networks (ANNs) to predict the experimental value of concrete contribution in shear resistance for RAC beams without transverse reinforcement when knowing the values of 6 inputs (recycled aggregate content, shear span-depth ratio, beam width, beam depth, longitudinal tensile steel ratio, and compressive strength at 28-days).
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Influence of synthetic fibers on the shear behavior of lightweight concrete beams
TL;DR: Incorporating discontinuous structural synthetic fibers in general enhances the performance of concrete and increases its durability by minimizing its potential to cracking and providing crack arre... as mentioned in this paper,.
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Bond-slip behavior between fiber reinforced concrete and CFRP composites
TL;DR: In this article, the influence of discontinuous structural synthetic fibers (DSSF) on the bond-slip behavior between concrete and carbon fiber reinforced polymer (CFRP) composites was investigated using a double-shear pull-off test.