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Comparative Study on the Behaviour of Tubular and Diagrid Structures Subjected to Dynamic Loading

Author(s):

Avinash S , EAST WEST INSTITUTE OF TECHNOLOGY ; Usha K N, EAST WEST INSTITUTE OF TECHNOLOGY

Keywords:

Dynamic Loading, ETABS, Tubular Structure and Diagrid Structure

Abstract

The high cost of land and the rapid growths of urban population and to avoid a continuous urban sprawl, and the need to preserve important agricultural production have to contributed to drive residential buildings upward. Diagrid is a particular form of space truss. It consists of perimeter grid made up of a series of triangulated truss system. Study has been carried out for Steel tubular structure provided with 600 angle diagrid. Modelling Study has been carried out for Steel tubular structure provided with 600 angle diagrid. Modelling and analysis is carried out in ETABS using dynamic time history analysis and Bhuj data and analysis is carried out in ETABS using dynamic time history analysis and Bhuj data. Study has been carried out for Steel tubular structure provided with 600 angle diagrid. Modelling and analysis is carried out in ETABS using dynamic time history analysis and Bhuj data. Comparison is carried on tubular steel building and tubular diagrid building with respect to base shear, displacement, drift and time period are found. It was concluded that tubular diagrid structures are economical when storey height is more. The study gives a clear view that diagrid structures are much effective in reducing the response of the structure.

Other Details

Paper ID: IJSRDV7I70002
Published in: Volume : 7, Issue : 7
Publication Date: 01/10/2019
Page(s): 35-40

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