Maha Ghalib Ghaddar
Civil Engineering Department
عنوان البريد الإلكتروني هذا محمي من روبوتات السبام. يجب عليك تفعيل الجافاسكربت لرؤيته.
University of Technology, Building and Construction Engineering Department, assistant engineer in the department Labs, 1999 to 2005 full time University of Technology, Building and Construction Engineering Department, assistant lecturer, 2005 to 2012, full time. University of Technology, Department of Civil Engineering, lecturer, 2012 till now, full time.
M.Sc : Structural Engineering, University of Technology, Building and Construction Engineering Department 2005..
B.Sc. : Building and Construction Engineering Department , University of Technology 1995..
1- Mohammed J. Hamood, Zinah Asaad Abdul Husain , Maha Ghalib Ghaddar "Evaluation of Full Interaction Composite Columns Subjected to Static and Dynamic Loading" Vol.9 (2019) No. 3 ISSN: 2088-5334.
2- Mohammed J. Hamood, Maha Ghalib Gaddar and Zinah Asaad Abdul Husain "PERFORMANCE OF DEFICIENT STEEL HOLLOW SQUARE SECTION SHORT COLUMN STRENGTHENED WITH CFRP" , VOL. 13, NO. 19, OCTOBER 2018 ISSN 1819-6608 ARPN Journal of Engineering and Applied Sciences ©2006-2018 Asian Research Publishing Network (ARPN).
3- Al-Quraishi, H., Sahmi, N. and Ghalib, M. (2018) “Bond Stresses between Reinforcing Bar and Reactive Powder Concrete”, Journal of Engineering, 24(11), pp. 84-100. doi: 10.31026/j.eng.2018.11.07
4- Zinah Asaad Abdul Husain , Maha Ghalib Ghaddar and Mohammed J. Hamood, "Lap splices in steel fiber-reinforced reactive powder concrete beams under dynamic loading" BCEE4 IOP Conf. Series: Materials Science and Engineering 737 (2020) 012030 IOP Publishing doi:10.1088/1757-899X/737/1/012030.
5- Mohammed J. Hamood, Maha Ghalib Gaddar and Zinah Asaad Abdul Husain " STRENGTHENING OF STRUCTURAL STEEL CHANNELS BY DIFFERENT CFRP WRAPPING CONFIGURATIONS-FINITE ELEMENT ANALYSIS " Journal of Engineering Science and Technology Vol. 15, No. 2 (2020) 1079 - 1091 © School of Engineering, Taylor’s University.
, Structural Analysis Methods (I)
Structural Analysis Methods (II),