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Dr. Baraa J.M. AL-Eliwi
Dr. Baraa J.M. AL-Eliwi
University of Mosul, College of Engineering
Verified email at uomosul.edu.iq
Title
Cited by
Cited by
Year
Experimental behaviour of circular concrete filled steel tube columns and design specifications
T Ekmekyapar, BJM Al-Eliwi
Thin-Walled Structures 105, 220-230, 2016
1812016
Concrete filled double circular steel tube (CFDCST) stub columns
T Ekmekyapar, BJM Al-Eliwi
Engineering Structures 135, 68-80, 2017
942017
Comparison of classical, double skin and double section CFST stub columns: Experiments and design formulations
T Ekmekyapar, OH Alwan, HG Hasan, BA Shehab, BJM Al-Eliwi
Journal of Constructional Steel Research 155, 192-204, 2019
662019
Behavior of reinforced lightweight aggregate concrete-filled circular steel tube columns under axial loading
BJM Al-Eliwi, T Ekmekyapar, MIA Al-Samaraie, MH Doğru
Structures 16, 101-111, 2018
432018
Performance of lightweight aggregate and self-compacted concrete-filled steel tube columns
BJM Al-Eliwi, T Ekmekyapar, RH Faraj, MT Göǧüş, AAM AL-Shaar
Steel and Composite Structures, An International Journal 25 (3), 299-314, 2017
232017
RETRACTED ARTICLE: Repair of Buckled Concrete Filled Steel Tube Columns Subjected to Axial Compression
A Almasslawi, T Ekmekyapar, BJM AL-Eliwi
KSCE Journal of Civil Engineering 24 (5), 1499-1508, 2020
122020
Comparison of AISC 360–16 and EC4 for the prediction of composite column capacity
BJ AL-ELİWİ, T EKMEKYAPAR, HAMS AL-JUBOORİ
The International Journal of Energy and Engineering Sciences 2 (2), 3-22, 2017
32017
Evaluation of mechanical properties of high-strength concrete with sustainable materials
BJMAE Ahmed A Mohammed Ali, Roua Suhail Zidan
IOP Conf. Series: Materials Science and Engineering 745 (012147), 1-9, 2020
2*2020
Numerical analysis for the punching shear resistance of SFRC flat slabs
BJMALEMSA Jawahery
Computers and Concrete 32 (4), 425-438, 2023
2023
Behavior of Steel-Bar Reinforced Concrete-Filled Steel Tube Circular Stub Columns Under Axial loading
BJM AL-Eliwi, T Ekmekyapar, AK Daham
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