Study of Interior Beam Column Joint under Seismic Effect |
Author(s): |
| Prof. Aniket. V. Nemade , Dr. D. Y. Patil School Of Engineering & Tech. Lohegaon Pune.; Ganesh. D. Bhosale, Dr. D. Y. Patil School Of Engineering & Tech. Lohegaon Pune.; Tushar. V. Choramale, Dr. D. Y. Patil School Of Engineering & Tech. Lohegaon Pune.; Shubham. M. Dhembare, Dr. D. Y. Patil School Of Engineering & Tech. Lohegaon Pune. |
Keywords: |
| Interior Beam-Column Joint, Ductility, Stiffness, Energy Dissipation, Vulnerability Index, Hysteresis Curve, ETAB Software |
Abstract |
|
Performance of Beam-column joint is matter of concern in the modern ductile design of building. Especially under the earthquake loading this is more susceptible to damage. Brittle nature failure is responsible for devastating damages. Since 1970s this area is focused by researchers. But still due to versatile nature of the joints core behavior, the problem still needs attention. The earthquake forces in beam-column joint during earthquake may cause cracks and failure, when not designed and detailed properly. In present work, the study of interior beam column joint is studied for seismic effect. The response spectrum method is used for analysis of building. The high rise building (100 m) is analyzed in ETABs. Parameters is studied along with ductility, stiffness, energy dissipation, vulnerability index are studied. |
Other Details |
|
Paper ID: IJSRDV7I40066 Published in: Volume : 7, Issue : 4 Publication Date: 01/07/2019 Page(s): 134-136 |
Article Preview |
|
|
|
|
