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Shadhan, Khalid K.
9  Ergebnisse:
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1

The Influence of a Damaged Concrete Cover on the Behavior o..:

Shadhan, Khalid K. ; Al-Zahra, Bilal Ismaeel Abd ; Kadhim, Muhammad Jawad
Civil Engineering Journal.  9 (2023)  7 - p. 1669-1679 , 2023
Link: https://doi.org/10.28991..
 
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2

Structural behavior of tree-like steel columns subjected to..:

Dekhn, Rabab C. ; Shadhan, Khalid K.
Journal of the Mechanical Behavior of Materials.  31 (2022)  1 - p. 314-322 , 2022
Link: https://doi.org/10.1515/..
 
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3

Effect of concrete and reinforcement continuity on repairin..:

Kadhim, Muhammad Jawad ; Shadhan, Khalid K. ; Al-Zahra, Bilal Ismaeel Abd
Curved and Layered Structures.  9 (2021)  1 - p. 65-71 , 2021
Link: https://doi.org/10.1515/..
 
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4

The Effect of Construction Joint on Behavior of Reinforced ..:

Hussain, Hussain Ali ; Shadhan, Khalid K.
Journal of Physics: Conference Series.  1973 (2021)  1 - p. 012030 , 2021
Link: https://doi.org/10.1088/..
 
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5

Experimental study on structural behaviour of branching ste..:

Khamees, Ali Abdulmohsin ; Shadhan, Khalid K.
IOP Conference Series: Materials Science and Engineering.  888 (2020)  1 - p. 012044 , 2020
Link: https://doi.org/10.1088/..
 
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6

The Influence of a Damaged Concrete Cover on the Behavior o..:

Shadhan, Khalid K ; Al-Zahra, Bilal Ismaeel Abd ; Kadhim, Muhammad Jawad
http://civilejournal.org/index.php/cej/article/view/4026/pdf.  , 2023
Link: http://civilejournal.org..
 
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7

التحليل اللاخطي للمسنم الفرنديلي المصنوع من الملاط الخرساني..:

Naser, Raghda A ; Shadhan, Khalid K
https://www.journalofbabylon.com/index.php/JUBES/article/view/4730/3638.  , 2023
Link: https://www.journalofbab..
 
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8

Structural behavior of tree-like steel columns subjected to..:

Dekhn Rabab C ; Shadhan Khalid K
https://doi.org/10.1515/jmbm-2022-0030.  , 2022
Link: https://doi.org/10.1515/..
 
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9

Effect of concrete and reinforcement continuity on repairin..:

Kadhim Muhammad Jawad ; Shadhan Khalid K ; Al-Zahra Bilal Ismaeel Abd
https://doi.org/10.1515/cls-2022-0006.  , 2021
Link: https://doi.org/10.1515/..
 
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