Ascendancy of bracing systems over the dynamic response of reinforced concrete structures under seismically activated condition

Authors

  • Prof. D.N. Kakde, Sofiya Tajriyan

Abstract

High Rise structures are often vulnerable to dynamic forces due to seismic activities, which in turn causes lateral forces to act over the structure. To resist the lateral forces various lateral load resisting systems are used, a very common of which is the bracing systems.  The present study focusses on the efficiency of different bracing systems to scour the magnitude of the lateral forces, while evaluating different dynamic parameters of the performance of the RC structures integrated with the bracing systems.

Published

2020-11-01

Issue

Section

Articles