This paper is published in Volume-6, Issue-4, 2020
Area
Civil Engineering
Author
Suraj Shivaji Shinde
Co-authors
Manoj Deosarkar, Dr. Nagesh L. Shelke, Vishwajeet Kadlag
Org/Univ
Dr. D. Y. Patil School of Engineering and Technology, Pune, Maharashtra, India
Pub. Date
22 July, 2020
Paper ID
V6I4-1243
Publisher
Keywords
Linear Analysis, Non-Linear Analysis, Pushover Analysis, Shear Wall

Citationsacebook

IEEE
Suraj Shivaji Shinde, Manoj Deosarkar, Dr. Nagesh L. Shelke, Vishwajeet Kadlag. Structural assessment of RCC buildings by using Pushover Analysis, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Suraj Shivaji Shinde, Manoj Deosarkar, Dr. Nagesh L. Shelke, Vishwajeet Kadlag (2020). Structural assessment of RCC buildings by using Pushover Analysis. International Journal of Advance Research, Ideas and Innovations in Technology, 6(4) www.IJARIIT.com.

MLA
Suraj Shivaji Shinde, Manoj Deosarkar, Dr. Nagesh L. Shelke, Vishwajeet Kadlag. "Structural assessment of RCC buildings by using Pushover Analysis." International Journal of Advance Research, Ideas and Innovations in Technology 6.4 (2020). www.IJARIIT.com.

Abstract

Shear wall is one of lateral resisting structure which is used commonly. Shear wall gives high stiffness to the structure so as the structure will be stable. This will reduce the destruction that comes from lateral loads such as an earthquake. Earlier studies showed that shear wall gives different performance based on its position in structures. The study focuses to see the effect of shear wall location in multi-storied building. A residential building of G+12 Storey structure having base dimension of plan 13.5m X 10.5m with typical floor height of 3m is considered. In this study 13 storied building was modeled using software and four different cases were studied with different location of shear wall in building frame for critical parameters like displacement and base shear under lateral loading. The analysis has been carried out using the software SAP2000 for analysis equivalent static method and non-linear static analysis method is used here. Four types of models (one without any shear wall, shear wall at 3 periphery sides of lift, shear wall at middle along periphery of structure, shear wall at Corner along periphery of structure in L shape) have been analyzed. It is found from this study that Model 3 shows best performance.