• VIKASH YADAV
• Anurag Bajpai

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 damper 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 damper.

Diagrid, Damper, Lateral load, ETAB’S.

"SEISMIC STUDY OF DIAGRID STRUCTURE WITH DAMPER OF DIFFERENT ARRANGEMENT", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 6, page no.1827-1835, June-2020, Available :http://www.jetir.org/papers/JETIR2006265.pdf

"SEISMIC STUDY OF DIAGRID STRUCTURE WITH DAMPER OF DIFFERENT ARRANGEMENT", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 6, page no. pp1827-1835, June-2020, Available at : http://www.jetir.org/papers/JETIR2006265.pdf