This paper is published in Volume-5, Issue-3, 2019
Area
Structural Engineering
Author
Syed Raheel Ahmed
Co-authors
Aditi H. Deshmukh
Org/Univ
College of Engineering and Technology, Akola, Maharashtra, India
Pub. Date
13 May, 2019
Paper ID
V5I3-1271
Publisher
Keywords
Infill, Caly bricks, AAC block, Equivalent diagonal strut, Staad pro

Citationsacebook

IEEE
Syed Raheel Ahmed, Aditi H. Deshmukh. Comparative analysis and design of framed structure with different types of infill walls, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Syed Raheel Ahmed, Aditi H. Deshmukh (2019). Comparative analysis and design of framed structure with different types of infill walls. International Journal of Advance Research, Ideas and Innovations in Technology, 5(3) www.IJARIIT.com.

MLA
Syed Raheel Ahmed, Aditi H. Deshmukh. "Comparative analysis and design of framed structure with different types of infill walls." International Journal of Advance Research, Ideas and Innovations in Technology 5.3 (2019). www.IJARIIT.com.

Abstract

In the last few decades, the scientific community has been extensively involved in the investigation about the interaction between infill walls and RC frames in the seismic structural behavior. The infill walls are seldom included in the numerical analysis of reinforced concrete structural Systems since infill panels are generally considered as non-structural components. However, these panels affect the structural response to a large extent, because the complexity they introduce to analysis, kept them unaccounted. Therefore, it is crucial to understand the contribution of infill walls to earthquake response of the Structures. In this study, an attempt is made to do comparative analysis and design of the structure when the structure is modeled using different types of infill walls. In this study, an R/C frame structure with a different type of infill walls like AAC Block, Clay Brick, are considered to investigate the effect of different types of infill walls on earthquake response of the structures. The RCC frame analyzed & designed by using STAAD-Pro software. The diagonal strut approach is adopted for modeling of infill walls. The analytical results of the building frame will be compared and analyzed to obtain are storey drift, base shear, Lateral displacement, shear force and bending moment when subjected to static earthquake loadings.
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