Azer Kasımzade
Emin Nematlı
Abstract
In previous studies of the authors the features of examining with the new performance criterion “increase the number of plastic hinges to be formed in the structure to the number of theoretical plastic hinges (TPHN) as much as possible and keep the structure below its targeted performance with relevant design code” have been revealed. With this new performance criterion, it has been shown that the total lateral load carrying capacity of the building is higher than the total lateral load carrying capacity obtained with the traditional performance-based design method in the relevant design code. In this study, are presented the results of the performance-based design analysis of the structures with frame system on the light of the Turkish Building Earthquake Code 2019. As a result of the studies carried out on the basis of this new performance criterion presented, the load bearing capacity of the structure in the examples of structures with frame system has been shown to increase compared to the results of the examination with the traditional performance-based design method.
Keywords
Performance-based design, earthquake effect,
Load bearing capacity,
Pushover analysis, Finite Element Method.
