This paper is published in Volume-8, Issue-4, 2022
Area
Structural Engineering
Author
Akshay Sudhir Naik, Prashant Barbudhe, Dr. Atulya Patil
Org/Univ
Datta Meghe College of Engineering, Navi Mumbai, Maharashtra, India
Keywords
Push Over Analysis, Non-Linear Time History Analysis, Push Over Curve, Performance Point
Citations
IEEE
Akshay Sudhir Naik, Prashant Barbudhe, Dr. Atulya Patil. Seismic analysis of a multistory building using push over and nonlinear time history methods., International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.
APA
Akshay Sudhir Naik, Prashant Barbudhe, Dr. Atulya Patil (2022). Seismic analysis of a multistory building using push over and nonlinear time history methods.. International Journal of Advance Research, Ideas and Innovations in Technology, 8(4) www.IJARIIT.com.
MLA
Akshay Sudhir Naik, Prashant Barbudhe, Dr. Atulya Patil. "Seismic analysis of a multistory building using push over and nonlinear time history methods.." International Journal of Advance Research, Ideas and Innovations in Technology 8.4 (2022). www.IJARIIT.com.
Akshay Sudhir Naik, Prashant Barbudhe, Dr. Atulya Patil. Seismic analysis of a multistory building using push over and nonlinear time history methods., International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.
APA
Akshay Sudhir Naik, Prashant Barbudhe, Dr. Atulya Patil (2022). Seismic analysis of a multistory building using push over and nonlinear time history methods.. International Journal of Advance Research, Ideas and Innovations in Technology, 8(4) www.IJARIIT.com.
MLA
Akshay Sudhir Naik, Prashant Barbudhe, Dr. Atulya Patil. "Seismic analysis of a multistory building using push over and nonlinear time history methods.." International Journal of Advance Research, Ideas and Innovations in Technology 8.4 (2022). www.IJARIIT.com.
Abstract
Non-linear analysis of G+5 storied RCC structure by using push over and Non-linear Time History Methods considering different ground motions. Bhatwari, Gopeshwar, Myanmar, and Srinagar are the ground motion data considered for Non-linear Time History Method. For modeling and analysis SAP 2000 software has been used for the G+5 storied RCC structure. In this paper, Base Shear, Displacement, Plastic Hinge formation, Performance point, Push Over Curve are generated after analysis.
