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Volume 5 Issue 9

September 2019

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title

SEISMIC ANALYSIS OF A TALL STRUCTURE WITH FLOATING COLUMN USING ANALYSIS TOOL STAAD.PRO

Author(s):

Shubham Pachori

Keywords:

floating column, structural analysis, staad.pro, long span section, cost, forces.

Abstract

According to the size, shape and geometry of building, the behavior of building at the time of earthquake dependent critically, in general way to how the load is transfer to the ground. In multi-storey building the earthquake load is dependent on the height of the floors. In this floor load on the building is transfer to the ground by shortest path of the building. If there is any problem to transfer the load in shortest path; it’s shows the poor quality of building. At time of earthquake a sudden jump in vertical setback of building at the lever of discontinuity. A vertical member which start from the foundation level is known as column, this transfer the load to the ground and the floating column is also a vertical member which is started from the horizontal member called beam.i.e. floating column is not started from the ground. It isfooting less vertical member. It is rest upon the beam on multistory building. In this paper we are analyzing a tall structure utilizing analysis tool staad.pro to determine the effect of floating column over a span of the structure. Here we concluded that section with floating column results in deflection moreover this can be at the safe side as per the design condition, but as per the cost analysis it will be a costlier one.

Other Details

Paper ID: IJSARTV
Published in: Volume : 5, Issue : 9
Publication Date: 9/3/2019

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