Seismic Analysis of Reinforced Concrete Frame Using Shake Table Test

Abstract Recently, the reinforced cement concrete (RCC) frame has been one of most commonly used structural systems for buildings in high seismic region due to its inherent earthquake-resistant property. However, there is still a deficiency understanding RCC building system dynamic behaviour during significant earthquakes. A 1/4th scaled framed structure tested on shake table present study. The response terms engineering parameters like natural time period, damping, story acceleration, and damage pattern have reported. 1940 EL-Centro (NS component) history failure patterns were observed within column-beam joints. difference between input signal output noted found be good agreement with each other.