Seismic Behavior of Framed Structures with Different Soil Conditions and Different Seismic Zones

Author(s):

Vinamra Bhushan Sharma , GGITS, jABALPUR (M.P.); Y. K. Bajpai, GGITS, Jabalpur(M.P.); Satyendra Dubey, GGITS, Jabalpur(M.P.); Gourav Sachdeva, SRIT, Jabalpur(M.P.)

Keywords:

SMRF, Multistoried framed structures, Maximum Node Displacement, IS 1893-2002/2005) s, STAAD PRO, (V8i) series 4

Abstract:

To find Seismic Behavior of Framed Structures with Different Soil Conditions and Different Seismic Zones. In India there are 4 seismic zones and several high rise multistory framed structures have been constructed now-a-days. For the structural behavior of framed structure, it is mandatory to analyze the behavior of structure for all possible conditions. In this work, total 48 models are taken into consideration and analyzed them to find out the behavior of RC framed structure for different seismic zones. Total three different soils types are taken as soft, medium and hard. G+4,G+5, G+6 & G+7 are taken of 15m, 18m, 21m & 24m respectively are considered in this work and analyzed for seismic zones II,III,IV & V. SMRF(Special Moment resisting Frame) is used for all 48 models. IS 1893-2002/2005 is used in STAAD PRO. (V8i) series 4 to analyze all models. This work consist of the analysis of framed structure for Maximum Node displacement (mm) in X direction for all soil types in various seismic zones. This is to configure the variation of Maximum Node Displacement for all types of heights and to find the most severe model among all. In this work steel framed structure can also be used instead of using RC framed structure. Height can also be extended beyond 24m for further research point of view.

Other Details:

Manuscript Id	:	IJSTEV4I5018
Published in	:	Volume : 4, Issue : 5
Publication Date	:	01/12/2017
Page(s)	:	53-59

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