Comparative Study on Behaviour of High Rise R.C.C Structure with Shear Wall and High Rise R.C.C. Composite Structure with Consideration of Non-Linear P-Delta Analysis

The P-Delta effect are the second order effects which increase lateral displacement (The lateral displacements can be caused by wind or seismically induced inertial forces) in the high rise structure. The increase in number of storey in the structure directly proportion to the delta effect in the structure. The present work concerned with the Comparative Study On Behavior of High Rise R. C. C Structure With Shear Wall and High Rise R. C. C. Composite Structure With consideration of Non-linear P-Delta Analysis. The present study give overview of different research works to be done in high rise structure for the P-Delta analysis.