Mohamed Ghalla
- Strengthening of reinforced concrete beams with insufficient lapped splice length of reinforcing bars. In: Engineering Structures, v. 321 (Dezember 2024). (2024):
- Experimental and numerical investigations of the shear performance of reinforced concrete deep beams strengthened with hybrid SHCC-mesh. In: Case Studies in Construction Materials, v. 21 (Dezember 2024). (2024):
- Shear improvement of defected RC beams with sustainable aluminum boxes incorporating high performance concretes. In: Case Studies in Construction Materials, v. 21 (Dezember 2024). (2024):
- Enhancing the punching performance of two-way RC flat slabs using different configurations of embedded aluminum sections: Experimental program and numerical analysis. In: Construction and Building Materials, v. 434 (Juli 2024). (2024):
- Improving the punching capacity of two-way RC flat slabs via external strengthening using various configurations of aluminum sheets. In: Construction and Building Materials, v. 420 (März 2024). (2024):
- Enhancement of cantilevered RC beams exhibiting inadequate lap spliced reinforcement using sustainable reinforced ECC layers. In: Construction and Building Materials, v. 428 (Mai 2024). (2024):
- Damage detection of lightweight concrete dual systems reinforced with GFRP bars considering various building heights and earthquake intensities. In: Case Studies in Construction Materials, v. 20 (Juli 2024). (2024):
- Strengthening of RC beams with inadequate lap splice length using cast-in-situ and anchored precast ECC ferrocement layers mitigating construction failure risk. In: Case Studies in Construction Materials, v. 20 (Juli 2024). (2024):
- Flexural performance of precast circular reinforced concrete members with intermediate connection filled with ultra-high-performance-concrete. In: Case Studies in Construction Materials, v. 19 (Dezember 2023). (2023):