A Review on Effect of Mass Irregularity and Floating Column on High-Rise Steel Framed Structure

Abstract

In modern world, new methods and techniques are being developed by conducting numerous researches every day. Enhancement in structural designing has become an impeccable part of this world. Making structure safe and cost effective is the main objectives of any structural designer. Conventionally, buildings are designed and constructed in a very simple way but now, researchers are focusing on irregular aspects of the structure so that the complex structure can be made while achieving safety and economy. Many researchers have been doing researches on loating column analysing with seismic and wind forces also as it gives a vague idea of column failure. Steel framed structure has become an important part of infrastructures as it provides umpteen benefits over RCC structures. So analysis of such structures under seismic forces and wind forces will play a significant role in advancement of infrastructure design. Therefore, in this paper, the effect of mass irregularity along with the floating column on steel framed structure has been reviewed.