Investigating the Performance of Reinforced Beam-Column Joint under Different Loads: A Review

Author(s):

Momin Sayyad Zishan Ahmed , GH Raisoni College of Engineering Nagpur; Sanket S Sanghai, GH Raisoni College of Engineering Nagpur

Keywords:

Beam Column joints, code provisions, stress variation, eccentric effects, additional reinforcement provision

Abstract:

In reinforced concrete framed structure the beam-column joint are critical regions and the joint take part in a very significant role both during the design and construction stages. There are practical difficulties involved in the construction of reinforced beam-column joints. In the design and detailing of beam-column joints, it is desired to prevent the brittle shear failure of the joint so that the integral capacity of the connecting beams and columns can be developed. Unsafe design and detailing within the joint region will results in damage the entire structure, even if other structural members conform to the design requirements. The focus of review is to determine the variation of stresses, torsional effects and eccentricity impact on performance of joint under severe earthquake loads.

Other Details:

Manuscript Id	:	IJSTEV2I8035
Published in	:	Volume : 2, Issue : 8
Publication Date	:	01/03/2016
Page(s)	:	98-101

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