Wasim S. Barham, Ph.D. - Publications
Affiliations: | 2005 | State University of New York, Buffalo, Buffalo, NY, United States |
Area:
Civil EngineeringYear | Citation | Score | |||
---|---|---|---|---|---|
2021 | Barham WS, Albiss B, Lataifeh O. Influence of magnetic field treated water on the compressive strength and bond strength of concrete containing silica fume Journal of Building Engineering. 33: 101544. DOI: 10.1016/J.Jobe.2020.101544 | 0.308 | |||
2020 | Obaidat YT, Barham WS, Aljarah AH. New anchorage technique for NSM-CFRP flexural strengthened RC beam using steel clamped end plate Construction and Building Materials. 263: 120246. DOI: 10.1016/J.Conbuildmat.2020.120246 | 0.408 | |||
2020 | Obaidat YT, Barham WS, Abdelrahman BN. Effect of elevated temperature on the bond behavior between near Surface Mounted-Carbon Fiber Reinforced Polymers strips and Recycled Aggregate concrete Construction and Building Materials. 251: 118970. DOI: 10.1016/J.Conbuildmat.2020.118970 | 0.307 | |||
2020 | Barham WS, Rabab’ah SR, Aldeeky HH, Hattamleh OHA. Mechanical and Physical Based Artificial Neural Network Models for the Prediction of the Unconfined Compressive Strength of Rock Geotechnical and Geological Engineering. 38: 4779-4792. DOI: 10.1007/S10706-020-01327-0 | 0.322 | |||
2008 | Barham W, Aref A, Dargush G. On the elastoplastic cyclic analysis of plane beam structures using a flexibility-based finite element approach International Journal of Solids and Structures. 45: 5688-5704. DOI: 10.1016/J.Ijsolstr.2008.06.021 | 0.571 | |||
2005 | Barham WS, Aref AJ, Dargush GF. Development of the large increment method for elastic perfectly plastic analysis of plane frame structures under monotonic loading International Journal of Solids and Structures. 42: 6586-6609. DOI: 10.1016/J.Ijsolstr.2005.06.020 | 0.574 | |||
2005 | Barham WS, Aref AJ, Dargush GF. Flexibility-based large increment method for analysis of elastic-perfectly plastic beam structures Computers and Structures. 83: 2453-2462. DOI: 10.1016/J.Compstruc.2005.03.037 | 0.578 | |||
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