Year |
Citation |
Score |
2020 |
Khalifa M, Youssef MA, Alhadid MMA. Heat of Hydration Stresses in Stainless-Steel-Reinforced-Concrete Sections Sustainability. 12: 4852. DOI: 10.3390/Su12124852 |
0.488 |
|
2020 |
Sultana P, Youssef MA. Seismic Performance of Modular Steel-Braced Frames Utilizing Superelastic Shape Memory Alloy Bolts in the Vertical Module Connections Journal of Earthquake Engineering. 24: 628-652. DOI: 10.1080/13632469.2018.1453394 |
0.364 |
|
2020 |
Abraik E, El-Fitiany SF, Youssef MA. Seismic performance of concrete core walls reinforced with shape memory alloy bars Structures. 27: 1479-1489. DOI: 10.1016/J.Istruc.2020.07.053 |
0.55 |
|
2020 |
Kuehnen RT, Youssef MA, El-Fitiany S. Performance-Based Design of RC Columns using an Equivalent Standard Fire Fire Safety Journal. 111: 102935. DOI: 10.1016/J.Firesaf.2019.102935 |
0.479 |
|
2019 |
Kuehnen RT, Youssef MA. Equivalent standard fire duration to evaluate internal temperatures in natural fire exposed RC beams Fire Safety Journal. 108: 102831. DOI: 10.1016/J.Firesaf.2019.102831 |
0.484 |
|
2019 |
Youssef MA, Meshaly ME, Elansary AA. Ductile corrosion-free self-centering concrete elements Engineering Structures. 184: 52-60. DOI: 10.1016/J.Engstruct.2019.01.086 |
0.567 |
|
2019 |
Elbahy YI, Youssef MA. Flexural behaviour of superelastic shape memory alloy reinforced concrete beams during loading and unloading stages Engineering Structures. 181: 246-259. DOI: 10.1016/J.Engstruct.2018.12.001 |
0.578 |
|
2019 |
Elbahy YI, Youssef MA, Meshaly M. Seismic performance of reinforced concrete frames retrofitted using external superelastic shape memory alloy bars Bulletin of Earthquake Engineering. 17: 781-802. DOI: 10.1007/S10518-018-0477-7 |
0.61 |
|
2018 |
El-Fitiany SF, Youssef MA. Practical method to predict the axial capacity of RC columns exposed to standard fire Journal of Structural Fire Engineering. 9: 266-286. DOI: 10.1108/Jsfe-08-2016-0015 |
0.461 |
|
2018 |
Abraik E, Youssef MA. Seismic fragility assessment of superelastic shape memory alloy reinforced concrete shear walls Journal of Building Engineering. 19: 142-153. DOI: 10.1016/J.Jobe.2018.05.009 |
0.547 |
|
2018 |
Pareek S, Suzuki Y, Araki Y, Youssef MA, Meshaly M. Plastic hinge relocation in reinforced concrete beams using Cu-Al-Mn SMA bars Engineering Structures. 175: 765-775. DOI: 10.1016/J.Engstruct.2018.08.072 |
0.471 |
|
2018 |
Alhadid MMA, Youssef MA. Assessment of the flexural behavior of reinforced concrete beams strengthened with concrete jackets Engineering Structures. 167: 108-120. DOI: 10.1016/J.Engstruct.2018.04.026 |
0.536 |
|
2018 |
Sultana P, Youssef MA. Seismic performance of modular steel frames equipped with shape memory alloy braces Bulletin of Earthquake Engineering. 16: 5503-5527. DOI: 10.1007/S10518-018-0394-9 |
0.524 |
|
2017 |
Elfeki MA, Youssef MA. Shape memory alloy reinforced concrete frames vulnerable to strong vertical excitations Journal of Building Engineering. 13: 272-290. DOI: 10.1016/J.Jobe.2017.08.011 |
0.526 |
|
2017 |
El-Fitiany SF, Youssef MA. Fire performance of reinforced concrete frames using sectional analysis Engineering Structures. 142: 165-181. DOI: 10.1016/J.Engstruct.2017.03.065 |
0.461 |
|
2017 |
Alhadid MMA, Youssef MA. Analysis of reinforced concrete beams strengthened using concrete jackets Engineering Structures. 132: 172-187. DOI: 10.1016/J.Engstruct.2016.11.014 |
0.541 |
|
2017 |
Youssef MA, Meshaly ME, Elansary AA. Ductile corrosion-free GFRP-stainless steel reinforced concrete elements Composite Structures. 182: 124-131. DOI: 10.1016/J.Compstruct.2017.09.037 |
0.545 |
|
2016 |
Sultana P, Youssef MA. Seismic performance of steel moment resisting frames utilizing superelastic shape memory alloys Journal of Constructional Steel Research. 125: 339-351. DOI: 10.1016/J.Jcsr.2016.06.019 |
0.544 |
|
2016 |
Sultana P, Youssef MA. Prediction of local seismic damage in steel moment resisting frames Journal of Constructional Steel Research. 122: 122-137. DOI: 10.1016/J.Jcsr.2016.03.011 |
0.467 |
|
2016 |
Adawi A, Youssef MA, Meshaly ME. Finite element modeling of the composite action between hollowcore slabs and the topping concrete Engineering Structures. 124: 302-315. DOI: 10.1016/J.Engstruct.2016.06.016 |
0.466 |
|
2016 |
Adawi A, Youssef MA, Meshaly ME. Evaluating interfacial shear stresses in composite hollowcore slabs using analytical solution Alexandria Engineering Journal. 55: 2647-2654. DOI: 10.1016/J.Aej.2016.07.001 |
0.411 |
|
2015 |
Youssef MA, Diab MA, El-Fitiany SF. Shear capacity of rc beams at elevated temperatures Magazine of Concrete Research. 67: 1190-1203. DOI: 10.1680/Jmacr.14.00163 |
0.528 |
|
2015 |
Adawi A, Youssef MA, Meshaly M. Analytical modeling of the interface between lightly roughened hollowcore slabs and cast-in-place concrete topping Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001075 |
0.543 |
|
2015 |
Adawi A, Youssef MA, Meshaly ME. Experimental investigation of the composite action between hollowcore slabs with machine-cast finish and concrete topping Engineering Structures. 91: 1-15. DOI: 10.1016/J.Engstruct.2015.02.018 |
0.42 |
|
2015 |
Youssef MA, Chowdhury AO, Meshaly ME. Seismic capacity of reinforced concrete interior flat plate connections Bulletin of Earthquake Engineering. 13: 827-840. DOI: 10.1007/S10518-014-9645-6 |
0.542 |
|
2014 |
Alhadid MMA, Soliman AM, Nehdi ML, Youssef MA. Critical overview of blast resistance of different concrete types Magazine of Concrete Research. 66: 72-81. DOI: 10.1680/Macr.13.00096 |
0.466 |
|
2014 |
El-Fitiany SF, Youssef MA. Simplified method to analyze continuous reinforced concrete beams during fire exposure Aci Structural Journal. 111: 145-156. DOI: 10.14359/51686544 |
0.512 |
|
2014 |
Meshaly ME, Youssef MA, Abou Elfath HM. Use of SMA bars to enhance the seismic performance of SMA braced RC frames Earthquake and Structures. 6: 267-280. DOI: 10.12989/Eas.2014.6.3.267 |
0.579 |
|
2014 |
El-Fitiany SF, Youssef MA. Interaction diagrams for fire-exposed reinforced concrete sections Engineering Structures. 70: 246-259. DOI: 10.1016/J.Engstruct.2014.03.029 |
0.45 |
|
2014 |
Youssef MA, Meshaly ME, Chowdhury AO. Lateral stiffness of reinforced concrete interior flat plate connections Engineering Structures. 62: 23-32. DOI: 10.1016/J.Engstruct.2014.01.027 |
0.542 |
|
2013 |
Youssef MA, Elfeki MA. Predicting local seismic damage of RC framed buildings considering the horizontal seismic component Magazine of Concrete Research. 65: 1411-1428. DOI: 10.1680/Macr.13.00156 |
0.517 |
|
2012 |
Elfeki MA, Youssef MA. Seismic performance of concrete frames reinforced with superelastic shape memory alloys Smart Structures and Systems. 9: 313-333. DOI: 10.12989/Sss.2012.9.4.313 |
0.545 |
|
2011 |
Nehdi M, Alam MS, Youssef MA. Seismic behaviour of repaired superelastic shape memory alloy reinforced concrete beam-column joint Smart Structures and Systems. 7: 329-348. DOI: 10.12989/Sss.2011.7.5.329 |
0.576 |
|
2010 |
Alam MS, Youssef MA, Nehdi ML. Exploratory investigation on mechanical anchors for connecting SMA bars to steel or FRP bars Materials and Structures/Materiaux Et Constructions. 43: 91-107. DOI: 10.1617/S11527-010-9601-0 |
0.521 |
|
2010 |
Elbahy YI, Nehdi M, Youssef MA. Artificial neural network model for deflection analysis of superelastic shape memory alloy reinforced concrete beams Canadian Journal of Civil Engineering. 37: 855-865. DOI: 10.1139/L10-039 |
0.472 |
|
2010 |
Elbahy YI, Youssef MA, Nehdi M. Deflection of superelastic shape memory alloy reinforced concrete beams: assessment of existing models Canadian Journal of Civil Engineering. 37: 842-854. DOI: 10.1139/L10-038 |
0.552 |
|
2010 |
Nehdi M, Alam MS, Youssef MA. Development of corrosion-free concrete beam–column joint with adequate seismic energy dissipation Engineering Structures. 32: 2518-2528. DOI: 10.1016/J.Engstruct.2010.04.020 |
0.564 |
|
2009 |
Elbahy YI, Youssef MA, Nehdi M. Stress block parameters for concrete flexural members reinforced with superelastic shape memory alloys Materials and Structures. 42: 1335-1351. DOI: 10.1617/S11527-008-9453-Z |
0.454 |
|
2009 |
Alam MS, Nehdi M, Youssef MA. Seismic performance of concrete frame structures reinforced with superelastic shape memory alloys Smart Structures and Systems. 5: 565-585. DOI: 10.12989/Sss.2009.5.5.565 |
0.591 |
|
2009 |
Annan CD, Youssef MA, El-Naggar MH. Effect of Directly Welded Stringer-To-Beam Connections on the Analysis and Design of Modular Steel Building Floors Advances in Structural Engineering. 12: 373-383. DOI: 10.1260/136943309788708400 |
0.516 |
|
2009 |
Annan CD, Youssef MA, Naggar MHE. Seismic Vulnerability Assessment of Modular Steel Buildings Journal of Earthquake Engineering. 13: 1065-1088. DOI: 10.1080/13632460902933881 |
0.503 |
|
2009 |
El-Fitiany SF, Youssef MA. Assessing the flexural and axial behaviour of reinforced concrete members at elevated temperatures using sectional analysis Fire Safety Journal. 44: 691-703. DOI: 10.1016/J.Firesaf.2009.01.005 |
0.475 |
|
2009 |
Annan CD, Youssef MA, Naggar MHE. Experimental evaluation of the seismic performance of modular steel-braced frames Engineering Structures. 31: 1435-1446. DOI: 10.1016/J.Engstruct.2009.02.024 |
0.509 |
|
2008 |
Alam MS, Nehdi M, Youssef MA. Shape memory alloy-based smart RC bridges: overview of state-of-the-art Smart Structures and Systems. 4: 367-389. DOI: 10.12989/Sss.2008.4.3.367 |
0.448 |
|
2008 |
Annan CD, Youssef MA, Naggar MHE. Seismic Overstrength in Braced Frames of Modular Steel Buildings Journal of Earthquake Engineering. 13: 1-21. DOI: 10.1080/13632460802212576 |
0.452 |
|
2008 |
Youssef MA, Alam MS, Nehdi M. Experimental Investigation on the Seismic Behavior of Beam-Column Joints Reinforced with Superelastic Shape Memory Alloys Journal of Earthquake Engineering. 12: 1205-1222. DOI: 10.1080/13632460802003082 |
0.566 |
|
2008 |
Alam MS, Youssef MA, Nehdi M. Analytical prediction of the seismic behaviour of superelastic shape memory alloy reinforced concrete elements Engineering Structures. 30: 3399-3411. DOI: 10.1016/J.Engstruct.2008.05.025 |
0.532 |
|
2007 |
Youssef MA, Rahman M. Simplified seismic modelling of reinforced concrete flexural members Magazine of Concrete Research. 59: 639-649. DOI: 10.1680/Macr.2007.59.9.639 |
0.587 |
|
2007 |
Alam MS, Youssef MA, Nehdi M. Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review Canadian Journal of Civil Engineering. 34: 1075-1086. DOI: 10.1139/L07-038 |
0.348 |
|
2007 |
Naggar MHE, Youssef MA, Ahmed M. Monotonic and cyclic lateral behaviour of helical pile specialized connectors Engineering Structures. 29: 2635-2640. DOI: 10.1016/J.Engstruct.2007.01.018 |
0.517 |
|
2007 |
Youssef MA, Moftah M. General stress–strain relationship for concrete at elevated temperatures Engineering Structures. 29: 2618-2634. DOI: 10.1016/J.Engstruct.2007.01.002 |
0.504 |
|
2007 |
Youssef MA, Ghaffarzadeh H, Nehdi M. Seismic performance of RC frames with concentric internal steel bracing Engineering Structures. 29: 1561-1568. DOI: 10.1016/J.Engstruct.2006.08.027 |
0.524 |
|
2006 |
Youssef MA, Naggar MHE, Ahmed M. Monotonic and cyclic load behaviour of helical pile connectors in the vertical direction Canadian Journal of Civil Engineering. 33: 10-18. DOI: 10.1139/L05-074 |
0.517 |
|
2006 |
Youssef MA. Analytical prediction of the linear and nonlinear behaviour of steel beams rehabilitated using FRP sheets Engineering Structures. 28: 903-911. DOI: 10.1016/J.Engstruct.2005.10.018 |
0.545 |
|
2005 |
Damatty AAE, Abushagur M, Youssef MA. Rehabilitation of Composite Steel Bridges Using GFRP Plates Applied Composite Materials. 12: 309-325. DOI: 10.1007/S10443-005-2730-X |
0.546 |
|
2001 |
Youssef M, Ghobarah A. Modelling Of Rc Beam-Column Joints And Structural Walls Journal of Earthquake Engineering. 5: 93-111. DOI: 10.1080/13632460109350387 |
0.707 |
|
1999 |
Youssef M, Ghobarah A. Strength Deterioration due to Bond Slip and Concrete Crushing in Modeling of Reinforced Concrete Members Aci Structural Journal. 96: 956-966. DOI: 10.14359/770 |
0.711 |
|
1999 |
Ghobarah A, Youssef M. Modelling of reinforced concrete structural walls Engineering Structures. 21: 912-923. DOI: 10.1016/S0141-0296(98)00044-3 |
0.717 |
|
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