EFFCT OF HOOPS AND COLUMN AXIAL LOAD ON  SHEAR STRENGTH OF HIGH-STRENGTH FIBER REINFORCED  BEAM-COLUMN JOINTS

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DC Field	Value	Language
dc.contributor.author	Farhan, Jamal A.	-
dc.contributor.author	Al-Azzawi, Zaid	-
dc.date.accessioned	2022-10-23T04:53:01Z	-
dc.date.available	2022-10-23T04:53:01Z	-
dc.date.issued	2012	-
dc.identifier.uri	http://localhost:8080/xmlui/handle/123456789/5383	-
dc.description.abstract	A reinforced concrete frame is referred as "RIGID FRAMES". However, researches indicate that the Beam-Column joint (BCJ) is definitely not rigid. In addition, extensive research shows that failure may occur at the joint instead of in the beam or the column. Joint failure is known to be a catastrophic type which is difficult to repair. This study was carried out to investigate the effect of hoops and column axial load on the shear strength of high-strength fiber reinforced Beam-Column Joints by using a numerical model based on finite element method using computer program ANSYS (Version 11.0). The variables are: diameter of hoops and magnitude of column axial load. The theoretical results obtained from ANSYS program are in a good agreement with previous	en_US
dc.subject	Hoops	en_US
dc.subject	Column Axial Load	en_US
dc.subject	High Strength Concrete (HSC)	en_US
dc.subject	Fiber Reinforced Concrete	en_US
dc.subject	Finite Elements	en_US
dc.subject	Beam-Column Joints (BCJ), ANSYS	en_US
dc.title	EFFCT OF HOOPS AND COLUMN AXIAL LOAD ON SHEAR STRENGTH OF HIGH-STRENGTH FIBER REINFORCED BEAM-COLUMN JOINTS	en_US
dc.type	Article	en_US
Appears in Collections:	هندسة السدود والموارد المائية

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