• Prof. Prasad R Gayake
• Prof. Sarika R Kokate

Multistory buildings with open (soft story) the ground floor are inherently vulnerable to collapse due to seismic loads, their constructions is still widespread in develop nations. Auxiliary outline and examination delivers the ability of opposing all the connected loads without failure amid its expected life. The plan of high rise structures is administered by lateral loads predominantly because of the earthquake. The inside basic framework or outside auxiliary framework gives the protection from lateral loads in the structure. The present paper portrays the examination and outline of high rise structure with Single Moment Resisting Frame (SMRF) for 14 storey building with up to a 45m height. In this paper we will define first the reinforcement details by using manual design under IS-Codes and then it will be analyzed in Etab 2017 Version for the most important like Storey Drift and Location of the Shear Wall. We will investigate these results for 3 main types of the shear wall which Rectangular, Core Type and the Column Supported Shear Wall.

Shear Types, Reinforcement Detailing, Etabv17, Storey Drift, Location of the Shear Wall

"Comparative Study of Types of the Shear Wall on the Basis of the Storey Drift", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 2, page no.154-159, February-2019, Available :http://www.jetir.org/papers/JETIRAE06035.pdf

"Comparative Study of Types of the Shear Wall on the Basis of the Storey Drift", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 2, page no. pp154-159, February-2019, Available at : http://www.jetir.org/papers/JETIRAE06035.pdf