Analysis of a RC Building Frame on Terrain Considering Different Seismic Zone
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2017, Vol 5, Issue 4
Abstract
This research paper consists on “Seismic Analysis of Building frames on Hilly Terrain” as per I.S. 1893 part1. (Structures) on sloping ground require more importance in analysis than those on plane strata. Structures on the slanting grounds are constantly unpredictable and unsymmetrical in both flat and vertical headings and have establishment have at various levels. All this means centre of mass and centre of rigidity do not coincide with each other, which requires considering torsional effect during analysis. Short columns affect more damage in earthquake. Such buildings pose special structural and constructional problems. In this study we adopt the loading combination in each case as per 875 part V and dimension of column (400mm x 400mm) and the beam (350mm x 280mm) in all the cases. In this study we consider two Seismic Zone III and IV with different type of soil like soft and hard soil as per IS Code 1893 Part I. On multi-storey structures of (G+10) here we consider the comparative study on sloping ground angle 0, 7 & 14 degree. Here we will discuss the results in the terms of Axial force, Maximum Bending Moment, Storey Displacement and Shear Force.
Authors and Affiliations
Anubhav Rai, Rajkumar Vishwakarma
Keywords
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- EP ID EP23769
- DOI http://doi.org/10.22214/ijraset.2017.4062
- Views 332
- Downloads 7
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