BEHAVIOUR OF REINFORCED CONCRETE BEAM-COLUMN JOINT UNDER EARTH-QUAKE (A-REVIEW)
| Author(s) | : | Kamran Khan, Fawad Khan |
| Institution | : | Civil Engineering Department, Iqra National University, Peshawar, Pakistan |
| Published In | : | Vol. 6, Issue 1 — January 2019 |
| Page No. | : | 76-78 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
This review paper is based on the research work of different researchers regarding the behavior of beamcolumn joint in Reinforced Concrete (RC) structure. Because of its importance during earthquake, experiment conductedby researchers on full-scale specimens of connection between beam and column by considering the effects of axial load,confinement effect and the compression effects on joints during an earthquake. Conclusions drawn from experiments are;the joint shear strength capacity will increase by increasing the axial load on the joint. Also, joint shear strength is morein case of interior joint as compared to exterior joint but still there is not any relation between the increases of axialforce to the joint shear strength. Joint capacity increases greatly by providing lateral confinement ratio of up to 0.40%.Compressive strength also helps to enhance the bond strength between concrete and steel and it mainly contributes toincrease the shear strength of the connection. The shear strength of the connection is about the square root of thecompressive strength of concrete.
Kamran Khan, Fawad Khan, “BEHAVIOUR OF REINFORCED CONCRETE BEAM-COLUMN JOINT UNDER EARTH-QUAKE (A-REVIEW)”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 6, Issue 1, pp. 76-78, January 2019.
