Investigation on different Codes to Analyze Effect of Loads in Building by using Finite Element Method

Civil Engineering

Reinforced concrete (RC) is a versatile composite and one of the most widely used materials in modern construction. Concrete is a relatively brittle material that is strong under compression but less so in tension. Plain, unreinforced concrete is unsuitable for many structures as it is relatively poor at withstanding stresses induced by vibrations, wind loading, and so on. To increase its overall strength, steel rods, wires, mesh or cables can be embedded in concrete before it sets. This reinforcement, often known as rebar, resists tensile forces. Test model was built, with specified specification. Vibration sensor was developed to measure the vibration amplitude. CAD model was created with all specification of test model to match the desired condition. Simulated environment was developed with all the boundary condition. Compared the result of both simulation and experiment. Data analysis is evaluated. It was observed that in building with column has more time period as compared to building columns, in building with column has less base shear as compared to building column, The displacement column building is more as compared to column building, on shifting of column from 1st storey towards top storey of the building results in increasing storey drift, From dynamic analysis it was observed that column at different location results into variation in dynamic response, It was also observed that shifting of column from 1st storey towards top storey of the building results in increasing base shear.

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