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Sadjad A. Hemzah
Sadjad A. Hemzah
University of Kerbala /Engineering College
Verified email at uokerbala.edu.iq
Title
Cited by
Cited by
Year
Punching Shear Model for Normal and High-Strength Concrete Slabs Reinforced with CFRP or Steel Bars
SA Hemzah, S Al-Obaidi, T Salim
Jordan Journal of Civil Engineering 13 (2), 250-268, 2019
192019
Experimental investigation for structural behaviour of self-compacting reinforced concrete hollow beams with in-place circular openings strengthened with CFRP laminates
SA Hemzah, WS Alyhya, SA Hassan
Structures 24, 99-106, 2020
162020
FLEXURAL BEHAVIOR OF CONCRETE FILLED STEEL TUBE COMPOSITE WITH DIFFERENT CONCRETE COMPRESSIVE STRENGTH
SAH Salam Al-Obaidi,Thulfiqar Salim
International Journal of Civil Engineering and Technology 9 (7), 824–832, 2018
92018
Experimental investigation of the structural behaviours of self-compacted reinforced concrete hollow beams with in-place circular openings
SA Hassan, SA Hemzah, WS Alyhya
IOP Conference Series: Materials Science and Engineering 671 (1), 012117, 2020
82020
Unified Advanced Model of Effective Moment of Inertia of Reinforced Concrete Members
SAH Haider K. Ammash, MA Al-Ramahee3
International Journal of Applied Engineering Research 13 (1), 557-563, 2018
82018
Nonlinear analysis for behavior of RC horizontally semicircular curved beams with openings and strengthened by CFRP laminates
A Ali, SA Hemzah
International Journal of Scientific & Technology Research 3 (8), 136-145, 2014
72014
Behavior of Concrete Columns Reinforced with Steel Strip Ties
HKA Sadjad A Hemzah
Journal of Engineering and Applied Sciences 12 (23), 7345 -7350, 2017
6*2017
Behavior of RC horizontally curved beams with openings strengthened by CFRP laminates
S Hemzah
College of Engineering, Babylon University, Iraq, 2014
52014
Nonlinear analysis for behavior of RC horizontally curved ring beams with openings and strengthened by CFRP laminates
AY Ali, SA Hemzah
Jordan Journal of Civil Engineering 8 (4), 1-12, 2014
52014
EFFECT OF WEB OPENING ON THE AXIAL LOAD CAPACITY OF STEEL COLUMNS WITH COLD FORMED THIN WALLED SECTION (CFS)
SAAJH Al-Thairy
Kufa Journal of Engineering 7 (3), 13-26, 2016
4*2016
A New Stiffness Matrix Derivation of Arch Beams Using Finite Elements
SA Hemzah
Journal of Kerbala University 7 (2), 296-306, 2009
42009
Behavior of corrugated steel compact I-section beams
ZK Hasan, SA Hemzah, MAAK Al-Kannoon
Journal of Physics: Conference Series 1895 (1), 012063, 2021
32021
Effect of using plastic waste on mechanical properties of concrete
HK Ammash, SA Hemzah, R Jasim
ERJ. Engineering Research Journal 40 (3), 237-245, 2017
32017
Rehabilitation of eccentrically loaded reinforced concrete columns using CFRP Products
AHH Hadi, Z Hasgür, SA Hemzah
Journal of Physics: Conference Series 1973 (1), 012209, 2021
22021
Numerical Investigation for the Structural Behaviour of Different Strengthening Techniques for Partially-Loaded Square Self-Compacted Concrete Short Columns
SA Hemzah, WS Alyhya, BA Hassan
IOP Conference Series: Materials Science and Engineering 928 (2), 022143, 2020
22020
Rehabilitation of damaged high strength concrete columns under uniaxial forces using CFRP sheets
SA Hemzah, WS Alyhya, AH Jabbar
AIP Conference Proceedings 2386 (1), 2022
12022
Experimental study for steel arch beams of compact section with circular web openings
SA Hemzah, ZMRA Rasoul, ZA Naser
IOP Conference Series: Materials Science and Engineering 928 (2), 022154, 2020
12020
Sector steel plate analysis using finite difference method
S A Hemzah, M Adhab Jaber
journal of kerbala university 13 (3), 79-93, 2017
12017
New Finite Difference Derivation For Calculation of Natural Frequency of Sector Steel Plate
SA Hemzah
Al-Qadisiyah Journal For Engineering Sciences 9 (2), 279-291, 2016
12016
Experimental investigation of double web filled steel beam
AJ Kaishesh, SA Hemzah, BH Mohammed
AIP Conference Proceedings 3009 (1), 2024
2024
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