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PERSONAL INFORMATION
Full Name: Dr. Laith Khalid Kamil
Gender: Male Birthdate: 1959 Nationality: Iraq Degree: PhD Academic Title: Assistant Professor College\Center: College of Engineering
Departement: Civil Engineering Major: Civil engineering Specialty: Structural engineering Occupation: member of teaching staff Mother Language: Arabic Other Languages: Arabic and English Work email: laith.kh.al-hadithy@nahrainuniv.edu.iq Personal email: laith.al-hadithy@eng.nahrainuniv.edu.iq
LINKS
Publications
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Performance of Semi-rigid Steel Connections under Monotonic and Cyclic Loadings: A Review
R Al-Fisalawi, L Al-Kamal, 2021
4th International Conference on Engineering Sciences (ICES2020), IOP Conf. Series: Materials Science and Engineering, 1067, (1), 012059 -
A state of the art review of fiberless and steel fiber reinforced high strength concrete columns behavior under various loadings
H Al-Qabbani, Z Al-Hadithy, 2021
2nd International Conference for Civil Engineering Science (ICCES 2021), 1895, (1), 012050
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Comparative performances of modified push-out segments with through-depth two-end welded and thread-tightened stud shear connectors
Z AL-Zehhawi, L AL-Hadithy, 2020
AIP Conference Proceedings, 2213, (1), 020134-1–020134-10
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Performances of Steel-Concrete Composite Construction with Demountable Shear Connectors – Review
A Al-Hadithy, 2019
IOP Conference Series: Materials Science and Engineering, 518, (2), 022058 -
Effects of Internal Embedded Composite Steel Frame on Reinforced Concrete Walls Behavior Seismically Excited out out-of -Plane, Experimental Study
a Al-Ghalibi, 2019
International Journal of Scientific & Engineering Research, 10, (6), 915-930 -
Analysis techniques for folded plate roofs and cellular bridges general review and comparisons
B Al-Masoudy, L Al-Hadithy, 2019
IOP Conference Series: Materials Science and Engineering, 518, (2), 022060 -
Monotonic and Fatigue Performance of Double-skin Push-out and Tensile Segments of Divers Shear Connectors – Review
L ¹*, 2019
Al-Nahrain Journal for Engineering Sciences NJES, 22, (3), 213-221
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Experimental investigation on behavior of composite open web steel joists
A Hadeed, L Al-Hadithy, R Aziz, 2018
Al-Nahrain Journal for Engineering Sciences, 21, (3), 393-404 -
RC Walls under Seismic Effects, General Review
F Al-Hadithy, 2018
International Journal of Civil Engineering and Technology, 9, (11), 888-916 -
Analytical Modeling and Results Evaluation of Composite Open Web Steel Joists Behavior
A Hadeed, L Al-Hadithy, R Aziz, 2018
Al-Nahrain Journal for Engineering Sciences, 21, (3), 356-367 -
Experimental investigation on Behavior of Composite Open Web Steel Joints Behavior
R Hadeed, L Al-Hadithy, 2018
Al-Nahrain Journal of Engineering sciences (NJES), 21, (3), 393-404 -
Analytical Modeling and Results Evaluation of Composite Open Web Steel Joints Behavior
L Hadeed, 2018
Al-Nahrain Journal of Engineering sciences (NJES), 21, (3), 356-367 -
Behavior of Reinforced Concrete Beams Strengthened by Bottom Steel Plates with Stud Shear Connectors of Diverse Geometric and Embedding Conditions
L Hassan, 2018
Journal of Engineering and Applied Sciences (ISSN: 1816-949X), 13, (21), 9252-9258
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Nonlinear Finite Element Analysis of RC Beams without Stirrups Strengthened by Longitudinal Soffit Bonded CFRP Strips for Shear
L Al-Ani, 2017
Al-Nahrain Journal of Engineering sciences (NJES), 20, (4), 996-1004 -
Finite Element Modelling of Concrete Filled Double Skin Steel Tubular Columns under Cyclic Axial Compression Load
R Aziz, L Al-Hadithy, S Resen, 2017
Al-Nahrain Journal for Engineering Sciences, 20, (2), 326-340 -
Pure Shear Performance of Steel-Concrete Interfaces with Stud Shear Connectors of Diverse Geometric and Embedding conditions
A Al-Hadithy, 2017
International Journal of Applied Engineering Research (Scopus indexed), 12, (24), 15573-15579 -
Performance of Composite Steel-Concrete Beams with Stud Shear Connectors under Periodical Loadings
L Jaafar, 2017
Al-Nahrain Journal of Engineering sciences (NJES), 20, (2), 341-352 -
Experimental Investigation on the Behavior of Concrete Filled Double Skin Steel Tubular Columns under Axial Repeated Compression Load
L Resen, A Zyadi, 2017
Applied Research Journal, 3, (2), 63-79 -
Performance of Composite Steel-Concrete Beams with Stud Shear Connectors under Periodical Loadings
M Al-Hadithy, 2017
Al-Nahrain Journal for Engineering Sciences, 20, (2), 341-35 -
Pure Shear Preformance of Steel- Concrete Interfaces with Stud Shear Connerctors of Diverse Geometric and Embedding Condition
L Hamdi, 2017
International Journal of Applied Engineering Research, 12, (24), 15573-15579
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Influence of Soffit Bonded CFRP Strips on Shear Capacity and Failure Type of RC Beams without Stirrups
L Al-Ani, 2016
American Scientific Research Journal for Engineering, Technology, and Sciences (ASRJETS), 26, (4), 135-150 -
Finite Element Modeling and Theoretical Analysis of SFRSCC Composite Beams Strengthened by Bottom Tensioned Steel Plates
L Hassan, 2016
Al-Nahrain Journal of Engineering sciences, 19, 228-245 -
The Orthotropic Spline Finite Strip Technique in the Linear Analysis of Ribbed Bridge Decks
L Ali, 2016
American Scientific Research Journal for Engineering, Technology, and Sciences (ASRJETS), 26, (4), 151-168 -
Behavior of Concrete Filled Double skin steel tubular Columns under Static Axial Compression Load
R Aziz, L Al-Hadithy, S Resen, 2016
Journal of Engineering and Sustainable Development, 20, (2)
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Steel Fiber Reinforcement Effects on Composite Beams of Tensioned Steel-Concrete Interfaces with Shear Connectors
L Hassan, 2015
European Journal of Scientific Research, 136, 223-240
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Finite-Element Analysis of HSC. Moderately Deep Beams Using Plastic-Damage Model under Cyclic Loading.
I al-Shaarbaf, L Al-Hadithy, H Al-Bahadly, 2014
Al-Rafadain Engineering Journal, 22, (2)
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Behavior of Deep Coupling Beam under Cyclic Loading Using Plastic Damage Model
L Al-Shaarbaf, 2013
Proceedings of the First Conference of Postgraduate Researches (CPGR'2013) -
Experimental Comparative Study on Composite RC T-Beams Behavior with Diverse Distributions of Headed Studs in Sagging–Moment Tensioned Concrete Media
M Al-Alusi, 2013
Al-Rafidain Engineering Journal (AREJ), 21, (1), 101-114 -
Flexural Behavior of Composite Reinforced Concrete T-Beams Cast in Steel Channels with Horizontal Transverse as Shear Connectors
K Al-Hadithy, 2013
International Journal of Civil Engineering and Technology, 4, 215-230
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Performance of Composite Concrete T-Beams Cast in Steel Channels with Headed Studs of Various Lengths and Dimensional Proportions
L Al-Hadithy, 2012
Journal of Engineering and Development, 16, 106-119 -
Analysis of Continuous Skew Box-Girder Bridges by Higher Order Finite Strip Method
L Nory, 2012
Proceedings of the First National Conference for Engineering Sciences (FNCES'12) / Al-Nahrain University / College of Engineering -Baghdad-Iraq
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Nonlinear Finite Element Analysis of Reinforced Concrete Domes with Precast Ribs
L Al-Mawla, 2010
Proceedings of the Second Regional Conference for Engineering Sciences / Al-Nahrain University / College of Engineering -Baghdad-Iraq -
Flexural Behavior of Continuous Reinforced Concrete Beams with Prestressed Elements Using Finite Element Analysis
L AbdulAziz, 2010
Proceedings of the Second Regional Conference for Engineering Sciences / Al-Nahrain University / College of Engineering -Baghdad-Iraq
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Experimental and Finite Element Investigation on the Load-Slip Behavior of Composite Push-out Segments Using Various Shear Connectors
K Al-Hadithy, 2009
Journal of Engineering, College of Engineering / Baghdad University, 15, (3) -
Analysis of Parabolically Arched Ribbed Steel Bridge Decks by Grillage Method
L Shakier, 2009
Proceedings of the 6th Engineering Conference / College of Engineering / University of Baghdad
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Experimental and Finite Element Investigation of Composite Beams Consisting of Reinforced Concrete Prisms Cast into Steel Channels
L Al-Kerbooli, 2008
Journal of Engineering College / Al-Nahrain University, 11, (Special Issue), 1-18 -
Behavior of Reinforced Concrete Composite Beams with Embedded Prestressed Concrete Prisms Using Nonlinear Finite Element Analysis
L Abdal-Kareem, 2008
Nahrain University College of Engineering Journal (NUCEJ), 11, (1), 202-215 -
Utilization of the Grillage Method in the Elastic Analysis of Steel Taper Ribbed Retaining Walls with Comparison by the Finite Element Method
L Ma'roof, 2008
Engineering and Development, 12, 238-250
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Analysis of Circular Cylindrical Ribbed Shells by Equivalent Space Frames of T-Section Members
H Al-Hadithy, 1999
Journal of Engineering, College of Engineering / Baghdad University, 5, (3), 113-135
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