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Reliability Analysis of Multi-Storey Building with Floating Column by Staad.pro-V8i

Maneesh Ahirwar, Er. Rahul Satbhaiya

Abstract


Buildings with a floating column are difficult to make in urban areas nowadays. To build these types of structures in the earthquake areas it is highly undesirable. This paper presents the study of a floating column in the building for construction with analysis. This study deals with the stiffness balance of all the storey and is proposed to reduce the irregularity introduced by the columns which are floating in the building. For this whole work of buildings with floating columns, we used Finite element method codes for A two-dimensional, multi-story frame building that is used to study the response of a structure type to different types of seismic excitation, where variable frequency content keeps the time of each result constant. The time history of floor displacement, inter-story displacement, foundation shear force, overturning moment and overall analysis was performed to calculate the frame with floating columns. Modeling was performed through detailed analysis using a commercially available FEM tool, StaadPro v8i.0.

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References


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