Earthquake Resistant Design for Low Rise Open Ground Storey Famed Building

Author(s):

Himanshu Mishra , MMMUT GORAKHPUR

Keywords:

Stiffness, Time history analysis, Time period base shear

Abstract:

In frame building design we generally ignore the consideration of the stiffness by the infill walls and this stiffness plays an important role during the strong earthquake. In open ground storey building stiffness is absent at ground floor level due to which the failures occur at that level. The present study deals with the study of Linear Time History Analysis to analyze the behaviours of building. There are six different cases of ground motion (unidirectional and bidirectional) on which the performance of the buildings will be analyzed. It is found after analysis that when the stiffness consideration is provided in the building the time period tends to decreases as a result of which the base shear is increased. The behavioural change in open ground storey there are large variation in the ground storey level in terms of displacement as compare as the upper stories of the building.

Other Details:

Manuscript Id	:	IJSTEV2I11081
Published in	:	Volume : 2, Issue : 11
Publication Date	:	01/06/2016
Page(s)	:	110-117

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