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K

Khaled Sennah

zagazig university

23H指数
155论文数
1.7K被引数
收录论文 55
发表时间
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Structural performance of edge slab-column connections strengthened with high-performance materials: Experimental, numerical, and analytical studies高性能材料加固的边梁-柱节点结构性能：实验、数值和分析研究
errStructures
IF4.3
err2026-08-01
err0
PREAI
errHamoda, Ahmed; Yehia, Saad A.; Ahmed, Mizan; Emara, Mohamed; Sennah, Khaled; Liang, Qing Quan; Abadel, Aref A.
err分享
err收藏
Structural performance and nonlinear design evaluation of cold-formed steel I-joists with lip-stiffened web openings冷弯薄壁型钢带唇缘加劲腹板开孔I型梁的结构性能及非线性设计评估
errStructures
IF4.3
err2026-05-23
err0
errOAAI
errQuzzafi Rehman; Khaled Sennah; Amr Nassr
err分享
err收藏
Ductility and energy dissipation enhancement of RC beams under torsion using UHPECC/ECC-based ferrocement strengthening: Experimental and numerical study扭转作用下采用UHPECC/ECC基钢水泥浆加固的RC梁延性和耗能能力提升：实验与数值研究
errStructural Concrete
IF3.3
err2026-04-10
err0
PREAI
errAref A. Abadel; Mizan Ahmed; Khaled Sennah; Saad A. Yehia; Ahmed Hamoda
err分享
err收藏
Performance enhancement of reinforced concrete columns using stainless steel and galvanized steel plates: Experimental and numerical investigation使用不锈钢和镀锌钢板增强钢筋混凝土柱的性能：实验与数值研究
errStructural Concrete
IF3.3
err2026-02-13
err0
errOAAI
errAhmed Hamoda; Khaled Sennah; Ramy I. Shahin; Aref A. Abadel; Mizan Ahmed; Mohamed Ghalla
err分享
err收藏
Synergistic strengthening of RC beams under torsion using NSM GSWR and steel bars: Experimental and numerical investigation使用NSM GSWR和钢筋对受扭RC梁的协同增强：实验与数值研究
errStructures
IF4.3
err2025-11-15
err0
errOAAI
errAhmed Hamoda; Mizan Ahmed; Aref A. Abadel; Khaled Sennah; Rabeea W. Bazuhair; Saad A. Yehia
err分享
err收藏
Enhancing the vertical load capacity of RC wall-like columns incorporating high-performance materials: Experimental, numerical, and analytical study采用高性能材料提升RC墙式柱竖向荷载承载能力：实验、数值与解析研究
errConstruction and Building Materials
IF8
err2025-11-07
err0
PREAI
errAhmed Hamoda; Mizan Ahmed; Ahmad G. Saad; Khaled Sennah; Aref A. Abadel
err分享
err收藏
Experimental and Analytical Evaluation of GFRP-Reinforced Concrete Bridge Barriers at the Deck–Wall InterfaceGFRP筋混凝土桥梁护栏在桥面-墙体界面处的实验与数值评估
errJournal of Composites Science 2025, Vol. 9, Page 600
IF3.7
err2025-11-02
err0
errOAAI
errHamidreza Khederzadeh; Khaled Sennah; Hamdy M. Afefy; Kousai Razouk
err分享
err收藏
Strengthening reinforced concrete columns using near-surface-mounted steel wire reinforcement: Experimental and numerical investigation采用近表面锚固钢绞线加固钢筋混凝土柱：实验与数值研究
errStructures
IF4.3
err2025-09-08
err0
errOAAI
errAhmed Hamoda; Ramy I. Shahin; Mizan Ahmed; Aref A. Abadel; Khaled Sennah; Hussam Alghamdi
err分享
err收藏
Advances in Bridge Design and Construction: Technologies and Applications桥梁设计与施工的进展：技术与应用
errAPPLIED SCIENCES-BASEL
IF2.5
err2025-09-06
err0
errOAAI
errHassan, Munzer; Sennah, Khaled
err分享
err收藏
Strengthening of reinforced concrete beams with circular openings under pure torsion using near-surface mounted GFRP and externally bonded CFRP采用近表面安装GFRP和外部粘贴CFRP对带圆形开孔的钢筋混凝土梁在纯扭转作用下的加固研究
errCase Studies in Construction Materials
IF6.6
err2025-08-22
err0
errOAAI
errAhmed Hamoda; Mizan Ahmed; Aref A. Abadel; Khaled Sennah; Abedulgader Baktheer; Saad A. Yehia
err分享
err收藏
Comparative Experimental Study on the Serviceability and Flexural Strength of Cold-Formed Steel I-Joists with and without Stiffened Web Holes冷成型钢I形梁带与不带加劲腹板孔的服务性能和弯曲强度的比较实验研究
errThin-Walled Structures
IF6.6
err2025-08-13
err0
errOAAI
errQuzzafi Rehman; Khaled Sennah; Amr Nassr
err分享
err收藏
Experimental and Numerical Investigations of Punching Shear Strengthening of Slab-Circular Column Connection Incorporating UHPC and Galvanized Threaded Steel Bolts采用UHPC和镀锌螺纹钢螺栓增强板-圆形柱连接节点冲切剪切性能的实验与数值研究
errInternational Journal of Concrete Structures and Materials
IF3.6
err2025-07-21
err0
PREAI
errAhmed Hamoda; Khaled Sennah; Mizan Ahmed; Aref A. Abadel; Mohamed Emara
err分享
err收藏
Experimental investigation on serviceability and strength of cold-formed steel I-joists for building construction建筑用冷成型钢工字梁的服务性能与强度实验研究
errJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
IF4.3
err2025-05-29
err0
errOAAI
errRehman, Quzzafi; Sennah, Khaled; Nassr, Amr
err分享
err收藏
Experimental study on the strength of developed concrete bridge barrier-deck slab connections reinforced with glass fiber reinforced polymer bars
errSTRUCTURAL CONCRETE
IF3.3
err2025-03-01
err0
errOAAI
errRostami, Michael; Sennah, Khaled; Mostafa, Ahmed
err分享
err收藏
Experimental capacity of TL-4 concrete barrier-deck connection using GFRP-bars with reduced-radius 180° hooks and adhesive GFRP anchors
errSTRUCTURAL CONCRETE
IF3.3
err2025-02-01
err0
PREAI
errRostami, Michael; Sennah, Khaled; Afefy, Hamdy M.
err分享
err收藏
Longitudinal joint in decked bulb-tee beams for accelerated bridge construction with ribbed GFRP bars: Ultimate load and fatigue evaluation
errSTRUCTURAL CONCRETE
IF3.3
err2025-01-23
err0
PREAI
errKhalafalla, Imad Eldin; Sennah, Khaled
err分享
err收藏
Experimental and Numerical Investigation of Shear Strengthening of Simply Supported Deep Beams Incorporating Stainless Steel Plates
errBUILDINGS
IF3.1
err2024-11-19
err1
errOAAI
errHamoda, Ahmed; Yehia, Saad A.; Ahmed, Mizan; Sennah, Khaled; Abadel, Aref A.; Shahin, Ramy I.
err分享
err收藏
Strengthening of interior circular column-slab region incorporating combinations of bonded UHPECC layer, CFRP sheets, and threaded steel bolts
errSTRUCTURES
IF4.3
err2024-11-01
err0
errOAAI
errHamoda, Ahmed; Sennah, K.; Abadel, Aref A.; Emara, Mohamed
err分享
err收藏
Shear Strengthening of RC Beams Incorporating Post-Tensioned Bars and Engineered Cementitious Composite Reinforced with Palm Fronds
errBUILDINGS
IF3.1
err2024-10-16
err1
errOAAI
errHamoda, Ahmed; Abadel, Aref A.; Sennah, Khaled; Ahmed, Mizan; Zhang, Xihong; Emara, Mohamed
err分享
err收藏
Seismic Performance of Drop-In Anchors in Concrete under Shear and Tension
errBUILDINGS
IF3.1
err2024-07-02
err0
errOAAI
errSennah, Khaled; Azimi, Hossein; Ahmed, Mizan; Hamoda, Ahmed
err分享
err收藏

研究方向

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合作学者
合作期刊
M
Moncef L. Nehdi
H 指数: 69 · 论文数: 427
K
Khandaker M. Anwar Hossain
H 指数: 59 · 论文数: 233
W
Wensu Chen
H 指数: 54 · 论文数: 348
Q
Qing Quan Liang
H 指数: 40 · 论文数: 227
A
Aref A. Abadel
H 指数: 39 · 论文数: 204
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