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Nandisha M V

5665

Seismic analysis of Building resting on the Slope ground

The hilly areas in north east India contained seismic activity. Due to hilly areas building are required to be constructed on sloping ground due to lack of plain ground. Dynamic characteristics of hill buildings are significantly different from the buildings resting on flat topography, as these are irregular and unsymmetrical in both horizontal and vertical directions. The irregular variation of stiffness and mass in vertical as well as horizontal directions, results in centre of mass and centre of stiffness of a storey not coinciding with each other and not being on a vertical line for different floors. When subjected to lateral loads, these buildings are generally subjected to significant torsional response. Further, due to site conditions, buildings on hill slope are characterised by unequal column heights within a story, which results in drastic variation in stiffness of columns of the same storey. The short, stiff columns on uphill side attract much higher lateral forces and are prone to damage.


Report Content

Problem Statement

Problem Description

Static check

Earthquake Load calculation

Comparison of models for torsional irregulatity

Comparison of models for % Vbz sharing

Comparison of Analysis Results

Final Column size

Beam Design

Column Design