A Review on Shear Force Demand in Column-Beam-Slab Connection in Seismic Zones

Authors

  • Priyanka Porwal Research Scholar, Department of Civil Engineering, Sushila Devi Bansal College of Engineering, Indore
  • Kishar Patil Professor, Department of Civil Engineering, Sushila Devi Bansal College of Engineering, Indore

Keywords:

ductility, beam-column slab connection, seismic load

Abstract

Nowadays, buildings are basically used for construction because it offers many advantages in terms of efficiency over traditional RC Frame architecture, allowing use of space, simpler formwork, architectural durability and overall small construction time. Beam-column connections were defined as being one of the eventually weaker elements of reinforced concrete moment resisting frames subjected to various seismic loading. Excellent knowledge of RC joint shear behavior seems to be essential because severe damage can trigger deterioration of total performance of RC beam-column connections or frames within a joint panel. The research will be performed with the program STAAD .PRO V8i. This review paper covers the brief review of behavior in multi-story buildings under seismic forces for traditional RC slab construction and to analysis the efficiency of these types of buildings. Each method of repair or strengthening is reviewed by the various researchers’ in the literature review section. Methods for improving performance of older joints need to be studied.

References

Ahmed, S. M. et al. (2014) ‘Testing and evaluation of RC beam-column-slab joint’, Journal of the Croatian Association of Civil Engineers, 66, pp. 21–36. doi: 10.14256/jce.971.2013.

Ali, Z. (2014) ‘Shear Demand and Shear Deformation in Exterior Beam-Column Joints Shear Demand and Shear Deformation in Exterior Beam-Column Joints’, (May), pp. 128–146.

Balhar, L. and Vyas, J. N. (2008) ‘Review Paper on Comparative Analysis of Flat Slabs & Conventional Rc Slabs With and Without Shear Wall’, International Research Journal of Engineering and Technology, 77, pp. 77–81. Available at: www.irjet.net.

Engindeniz, M., Kahn, L. F. and Zureick, A. H. (2005) ‘Repair and strengthening of reinforced concrete beam-column joints: State of the art’, ACI Structural Journal, 102(2), pp. 187–197. doi: 10.14359/14269.

Huang, Z. Y. et al. (2015) ‘Lightweight steel-concrete-steel sandwich composite shell subject to punching shear’, Ocean Engineering. Elsevier, 102, pp. 146–161. doi: 10.1016/j.oceaneng.2015.04.054.

Phan, L. T., Lew, H. S. and Johnson, M. K. (1988) ‘Review of Strengthening Methodologies Literature of Existing Structures’.

Ramana, N. V. (2017) ‘Review on Punching Shear Strength of Slabs’, International Journal Of Engineering Research And Development e, 13(10), pp. 1–25.

Downloads

Published

31-12-2020

How to Cite

Priyanka Porwal, & Kishar Patil. (2020). A Review on Shear Force Demand in Column-Beam-Slab Connection in Seismic Zones. International Journal for Research Publication and Seminar, 11(4), 1–4. Retrieved from https://jrps.shodhsagar.com/index.php/j/article/view/1187

Issue

Vol. 11 No. 4 (2020): october-december

Section

Original Research Article

License

Copyright (c) 2020 International Journal for Research Publication and Seminar

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

Re-users must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use. This license allows for redistribution, commercial and non-commercial, as long as the original work is properly credited.