Analysis and design of tall structure using monolithic construction

Authors

  • Rahul b. Mojidra M.E. student, Civil Engineering Department, Sardar Vallabhbhai Patel Institute of Technology, Vasad 388 306, India
  • Pinal h. Patel Associate Professor ,Civil Engineering Department, Sardar Vallabhbhai Patel Institute of Technology,Vasad 388 306
  • Vinu r. Patel Professor ,Civil Engineering Department, the maharaja sayajirao university, vadodara ,india

Keywords:

Conventional Structural System, Monolithic Structural System, ETABS v 13

Abstract

In the seismic design of buildings, reinforced concrete structural walls, or shear walls, act as major
earthquake resisting members. Concrete walls are provided for the additional gravity force resistant. The properties of
these seismic shear walls dominate the response of the buildings, and therefore, it is important to evaluate the seismic
response of the walls appropriately. In these paper conventional, monolithic with external walls structural systems and
monolithic with internal wall system for G+20, G+25, G+30 storey was studied with the help of ETABS v 15 analysis
and design. Additional Parameters like Lateral displacement, storey drift are calculated for both the structures. we
concluded that there is drastic improvement in the monolithic structure as compared to conventional structure in term of
strength as well as cost.

Published

2017-04-25

How to Cite

Rahul b. Mojidra, Pinal h. Patel, & Vinu r. Patel. (2017). Analysis and design of tall structure using monolithic construction. International Journal of Advance Engineering and Research Development (IJAERD), 4(4), 385–390. Retrieved from https://ijaerd.com/index.php/IJAERD/article/view/2571