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معلومات شخصية
الاسم الكامل: أ.د. مصعب عايد كصب جنديل الجنابي
الجنس: ذكر سنة الميلاد: 1979 الجنسية: العراق الشهادة: دكتوراه اللقب العلمي: أستاذ التشكيل: كلية الهندسة
القسم: قسم الهندسة المدنية التخصص العام: هندسة مدني التخصص الدقيق: انشاءات اللغة الام: العربية اللغات الاخرى: الانكليزية البريد الالكتروني الرسمي: musab.a.jindeel@nahrainuniv.edu.iq البريد الالكتروني الشخصي: musabaq79@gmail.com
روابط
المنشورات
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Prediction of seismic-induced bending moment and lateral displacement in closed and open-ended pipe piles: A genetic programming approach
L a, D Al-Jeznawi, S Alzabeebee, M Al-Janabi, S Keawsawasvong, 2024
Artificial Intelligence in Geosciences, 5, 100076 -
Response of group piles subjected to coupled vertical-eccentric lateral-seismic loads
D Al-Jeznawi, M Al-Janabi, B Albusoda, J Hajjat, L Sadik, L Bernardo, J Andrade, 2024
Results in Engineering, 23, 102702 -
Data-Driven Prediction of Maximum Settlement in Pipe Piles under Seismic Loads
S Rasheed, D Al-Jeznawi, M Al-Janabi, L Bernardo, 2024
Journal of Marine Science and Engineering, 12, (2), 274
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Seismic performance assessment of single pipe piles using three-dimensional finite element modeling considering different parameters
D Al-Jeznawi, J Khatti, M Al-Janabi, K Grover, I Jais, B Khalid2, 2023
Earthquakes and Structures, 24, (6), 455-475 -
Developing Vs-NSPT Prediction Models Using Bayesian Framework
D Al-Jiznawi, L Sadiq, M Al-Janabi, S Al-zabeebee, J Hajjat, S KeawsawasvongS, 2023
Transportation Infrastructure Geotechnology, 22 -
Assessment of Soil–Structure Interaction Approaches in Mechanically Stabilized Earth Retaining Walls: A Review
H Imran, D Al-Jeznawi, M Al-Janabi, L D, 2023
CivilEng, 4, (3), 982-999
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Seismic performance evaluation of eccentrically braced frames with long links using FEMA P695 methodology
E Ün, M Al-Janabi, C Topkaya, 2022
Engineering Stuctures, 258, 114104 -
Quantification of energy dissipation demand for buckling-restrained braces
T Yang, M Muazzam, M Al-Janabi, S Brzev, 2022
Soil Dynamics and Earthquake Engineering, 155, 107190 -
Development of a loading protocol for long links in eccentrically braced frames
M Al-Janabi, E Ün, C Topkaya, 2022
Journal of Constructional Steel Research, 193, 107278
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Seismic performance of controlled-rocking concentrically braced frames designed by the equivalent energy procedure
T Yang, V Boddapati, M Al-Janabi, D Tung, 2021
Engineering Structures, 237, 112209 -
Seismic performance assessment of novel self-centering friction-based eccentrically braced frames
M Al-Janabi, T Yang, 2021
Engineering Structures, 241, 112456 -
Seismic performance of eccentrically braced frames designed to AISC341 and EC8 specifications
M Al-Janabi, C Topkaya, 2021
Structures, 29, 339-359
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Seismic performance of eccentrically braced frames designed by the conventional and equivalent energy procedures
T Yang, J Neitsch, M Al-Janabi, D Tung, 2020
Soil Dynamics and Earthquake Engineering, 139, 106322 -
Nonsymmetrical loading protocols for shear links in eccentrically braced frames
M Al‐Janabi, C Topkaya, 2020
Earthquake Engineering & Structural Dynamics, 49, (1), 74-94 -
Behavior of SFRC interior beam-column joints under cyclic loading
N Khalaf, M Qissab, 2020
Structural Monitoring and Maintenance, 7, (3), 167-193
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Behavior of RC beams strengthened with NSM CFRP strips under flexural repeated loading
S Fathuldeen, M Qissab, 2019
Structural Engineering and Mechanics, 70, 67-80
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Shear strength of non-prismatic steel fiber reinforced concrete beams without stirrups
M Qissab, M Salman, 2018
Structural Engineering and Mechanics, 67, (4), 347-358 -
Behaviour of reinforced concrete beams with multiwall carbon nanotubes under monotonic loading
M Qissab, S Abbas, 2018
European Journal of Environmental and Civil Engineering, 22, (9), 1111-1130
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Effect of Multi-Walled Carbon Nanotubes on Mechanical Properties of Concrete
M Qissab, S Abbas, 2016
AL-NAHRAIN UNIVERSITY COLLEGE OF ENGINEERING JOURNAL, 19, (2), 194-201
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Flexural Behavior of Laterally Loaded Tapered Piles in Cohesive Soils
M Qissab, 2015
Open Journal of Civil Engineering, 5, (01), 29 -
A New Stiffness Matrix for a 2D-Beam Element with a Transverse Opening
M Qissab, 2015
Open Journal of Civil Engineering, 5, (01), 17 -
Fatigue Behavior of Self-Compacting Reinforced Concrete Beams Strengthened with Carbon Fiber Sheets
M Qissab, Y Suleiman, A Ali, 2015
European Journal of Scientific Research, 136, 210-222 -
Shear Resistance of Nonprismatic High Strength Reinforced Concrete Beams
M Qissab, Z Dhaiban, 2015
European Journal of Scientific Research, 135, (1), 15-29 -
Shear Resistance of Nonprismatic High Strength Reinforced Concrete Beams
M Dhaiban, 2015
European Journal of Scientific Research, 135, (1), 15-29 -
Fatigue Behavior of Self -Compacting Reinforced Concrete Beams Strengthened with Carbon Fiber Sheets
Y Qissab, 2015
European Journal of Scientific Research, 136, (2), 210-222
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Behavior of Spliced Steel Girders under Static Loading
T Mahmoud, M Al-Janabi, 2014
Journal of Engineering, 20, (10)
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Exact Stiffness Matrix for Nonprismatic Beams with Parabolic Varying Depth
M Qissab, 2013
Journal of Engineering, 19, (10), 1212-1225 -
Behavior of Spliced Steel Girders under Impact
M Al-Janabi, T Mahmoud, 2013
Structures Congress 2013: Bridging Your Passion with Your Profession, 148-160
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Static and dynamic behavior of spliced steel girders
M Al-Janabi, 2011
University of Baghdad, Baghdad, Iraq
2373 الزيارات
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اخر تحديث لهذه الصفحة في: 2021-12-17 19:58:00
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تصميم وبرمجة د. رسول هشام السعدي - مركز الحاسبة الالكترونية
بريد الدعم الفني: cv@nahrainuniv.edu.iq
تصميم وبرمجة د. رسول هشام السعدي - مركز الحاسبة الالكترونية
بريد الدعم الفني: cv@nahrainuniv.edu.iq
عدد الزيارات: 550136
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