Mohammad M. Rana
- Compressive behaviour of ECC confined concrete partially encased steel composite columns using high strength steel. Dans: Construction and Building Materials, v. 265 (décembre 2020). (2020):
- Flexural behaviour of engineered cementitious composite encased high strength steel composite beam. Dans: ce/papers, v. 3, n. 3-4 (septembre 2019). (2019):
- Flexural behaviour of ECC-LWC encased slender high strength steel composite beams. Dans: Journal of Constructional Steel Research, v. 173 (octobre 2020). (2020):
- Compressive performance of ECC-concrete encased high strength steel composite columns. Dans: Engineering Structures, v. 213 (juin 2020). (2020):
- Compressive behaviour of engineered cementitious composites and concrete encased steel composite columns. Dans: Journal of Constructional Steel Research, v. 167 (avril 2020). (2020):
- Strength enhancement of high strength steel beams by engineered cementitious composites encasement. Dans: Engineering Structures, v. 207 (mars 2020). (2020):
- Engineered cementitious composites (ECC) encased concrete-steel composite stub columns under concentric compression. Dans: Structures, v. 24 (avril 2020). (2020):
- Flexural and bond-slip behaviours of engineered cementitious composites encased steel composite beams. Dans: Journal of Constructional Steel Research, v. 157 (juin 2019). (2019):
- Experimental and numerical study of the bond–slip relationship for post-tensioned composite slabs. Dans: Journal of Constructional Steel Research, v. 114 (novembre 2015). (2015):
- Experimental and numerical study of end anchorage in composite slabs. Dans: Journal of Constructional Steel Research, v. 115 (décembre 2015). (2015):
- Flexural behaviour of steel composite beams encased by engineered cementitious composites. Dans: Journal of Constructional Steel Research, v. 143 (avril 2018). (2018):
- 08.50: A study on the bond stress-slip behavior between engineered cementitious composites and structural steel sections. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017). (2017):