APPLICATION OF THE NONLINEAR STATIC ANALYSIS METHOD OF PUSHOVER ON AN EXISTING BUILDING IN THE CITY OF AL HOCEIMA, MOROCCO
The “Pushover” method is a new, simple, and practical approach used to create the capacity curve, which is compared to the seismic demand curve to assess the structure’s performance point. This forms the basis of the seismic design approach known as “performance-based design”.
The main objective of this study is to apply nonlinear static analysis of Pushover to an existing building in Al Hoceima to evaluate its seismic performance. It also allows for monitoring the development of plastic hinges in structural elements.
We used the nonlinear analysis software SAP2000 to obtain the fragility curve and the Pushover curve.
building, reinforced concrete, RPS2000, pushover, SAP2000, earthquake, Al Hoceima.
Received: October 7, 2023; Revised: October 18, 2023; Accepted: November 1, 2023; Published: November 21, 2023
How to cite this article: Z. Jamil, Y. Jamil, S. Nasla, K. Gueraoui and M. Cherraj, Application of the nonlinear static analysis method of Pushover on an existing building in the city of Al Hoceima, Morocco, JP Journal of Heat and Mass Transfer 36 (2023), 167-179. http://dx.doi.org/10.17654/0973576323058
This Open Access Article is Licensed under Creative Commons Attribution 4.0 International License
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