• Nauka Patel
• Ridhi Vora

Composite structures are preferred nowadays over RCC structures and steel structures and made of steel and concrete. Associating to RCC structures, steel concrete composite system are more popular due to their various advantages. Speed and economy both can be achieved in case of composite structures. In this work various papers are referred to define suitability of high rise composite structure in seismic areas. Seismic analysis of different structure are studied and compared for various parameters such as stiffness, base shear, axial force and moments. Performance of connection of seismic link embedded to concrete shear wall study is also carried out. Static nonlinear analysis, dynamic nonlinear analysis and response spectrum analysis are carried out mainly with ETABS for above mentioned parameters. The results obtained by analysis are observed and it is concluded that composite structure are suitable in seismic areas in upcoming years.

Composite Structure, Seismic links, Non-linear analysis, Response spectrum analysis, ETABS.

"Suitability of High Rise Composite Structure in Seismic Areas : A Study ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.303-307, May - 2019, Available :http://www.jetir.org/papers/JETIRCQ06055.pdf

"Suitability of High Rise Composite Structure in Seismic Areas : A Study ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp303-307, May - 2019, Available at : http://www.jetir.org/papers/JETIRCQ06055.pdf