Seismic study of Diagrid Structure with Brace Frame Structure of different arrangement |
Author(s): |
| Vikash Yadav , Institute of Engineering and Technology, Lucknow; Anurag Bajpai, Institute of Engineering and Technology, Lucknow |
Keywords: |
| Diagrid, X-Bracing, Lateral load, ETAB’S |
Abstract |
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In the current situation, population and industrialization are growing rapidly over time. Architects and engineers want to focus on the growth and vertical development of tall buildings and skyscrapers. However, increasing the height of the building is not easy. Several parameters play an important role in construction, including lateral loads. (Examples of wind and seismic loads). The next task of the designer is to design a type of building that will be more sustainable. In this paper study about 30m X 30m plan of diagrid structure and X-brace frame structure of different arrangement. Seismic zone III, soil type II, analysis done by the response spectrum method on ETAB’S 2017. Result in terms of time period, story drift, story displacement, story stiffness and base shear. After analysis diagrid structure is perform better then X-brace frame. |
Other Details |
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Paper ID: IJSRDV8I30984 Published in: Volume : 8, Issue : 3 Publication Date: 01/06/2020 Page(s): 948-953 |
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