This paper is published in Volume-3, Issue-6, 2017
Area
Seismic Analysis
Author
S. Swapna, KB. R Prasad Reddy
Org/Univ
Malla Reddy Institute of Technology and Sciences, Hyderabad, Telangana, India
Pub. Date
08 November, 2017
Paper ID
V3I6-1184
Publisher
Keywords
Linear Analysis, Non-Linear Analysis, Equivalent Diagonal Strut, Seismic Responses.

Citationsacebook

IEEE
S. Swapna, KB. R Prasad Reddy. Comparative Study on Multistoried Building Using Linear and Non Linear Analysis, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
S. Swapna, KB. R Prasad Reddy (2017). Comparative Study on Multistoried Building Using Linear and Non Linear Analysis. International Journal of Advance Research, Ideas and Innovations in Technology, 3(6) www.IJARIIT.com.

MLA
S. Swapna, KB. R Prasad Reddy. "Comparative Study on Multistoried Building Using Linear and Non Linear Analysis." International Journal of Advance Research, Ideas and Innovations in Technology 3.6 (2017). www.IJARIIT.com.

Abstract

The effect of infill walls on the building is generally neglected in the analysis. In fact, an infill wall contributes to the lateral strength and stiffness of the structure. Seismic response analysis of multi-story building frame with infill was done by modeling the infill wall as an equivalent diagonal strut. For the equivalent diagonal strut, the thickness is taken equal to the thickness of the wall and width of the strut as per “Equivalent strut method”. The comparison of seismic responses is done for the multi-storied buildings with infill as an equivalent diagonal strut using linear and non-linear analysis. ETABS software is used for the present study.