نظام السيرة الذاتية للتدريسيين في جامعة النهرين

السيرة الذاتية للتدريسيين في
جامعة النهرين

عربي | English

معلومات شخصية

الاسم الكامل: أ.م.د. ليث خالد كامل حسن الحديثي الجنس: ذكر سنة الميلاد: 1959 الجنسية: العراق الشهادة: دكتوراه اللقب العلمي: أستاذ مساعد التشكيل: كلية الهندسة القسم: قسم الهندسة المدنية التخصص العام: هندسة مدنية التخصص الدقيق: انشائية المنصب: عضو الهيئة التدريسية اللغة الام: العربية اللغات الاخرى: اللغة الانكليزية البريد الالكتروني الرسمي: laith.kh.al-hadithy@nahrainuniv.edu.iq البريد الالكتروني الشخصي: laith.al-hadithy@eng.nahrainuniv.edu.iq

روابط

https://scholar.google.com/citations?user=0eac95IAAAAJ&hl=en

https://publons.com/researcher/4011547/laith-al-hadithy/

https://orcid.org/0000-0002-0857-9788

https://www.linkedin.cn/in/laith-al-hadithy-b3a46469

المنشورات

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

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

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

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

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

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)

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

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)

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

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

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