An Analytical Investigation on Two-Dimensional Two Bay Two Storey RC Frame with RC Pre-Fabricated Infill Wall Panel

Nissanth B

An Analytical Investigation on Two-Dimensional Two Bay Two Storey RC Frame with RC Pre-Fabricated Infill Wall Panel

Keywords : Prefabricated RC wall panel, cyclic loading, load-deflection, P-Delta analysis strength, stiffness, analytical modelling.


Abstract

The seismic behaviour of a two bay two storey RC Frame with prefabricated reinforced wall panel subjected to lateral cyclic loading is investigated experimentally and analytically using ETABS (Extended Three-Dimensional Analysis of Building System). The frame is scaled down to 1:3 for this purpose. The experimental values are used to calculate seismic parameters such as load deflection, P-Delta analysis, the maximum load carrying capacity of the frame, stiffness degradation and ductility and cumulative ductility, energy dissipation and cumulative energy dissipation capacity. This research will make recommendations for prefabricated RC wall panels and encourage the development of prefabricated concrete frame structures.

Download



Comments
No have any comment !
Leave a Comment