Özet:

In this article, the performance analysis of the eight-storey two concrete buildings, one of which has a similar seating plan, one of which consists only of frame and the other of the curtain frame, the earthquake effect, which is 10 percent likely to be infected in 50 years, is made with the increasing equivalent earthquake load methods and the results are compared. In both methods, the element damage levels have been identified. The target location change value used in the detection of the damage areas in the non-real calculation method is calculated and compared separately with two different methods, Movement Scores and Capacity Spectrum. In the push step in which the calculated target location change value is made, first the curve, column, curve plastic turn values, and then the interlayer proportions are determined. The defined plastic rotation and relative layer slurry values were identified in comparison with the limit values given in the regulations, first cut and then system-based construction earthquake performance.The assessments resulted in the fact that there was no big difference in the capacities of the two systems. According to this, the frame system's resistance that can be accepted approximately the same as the ward-ward system, resulted from the fact that both systems have a ward cutting area and the number of wards in order to show the impact of the wards and the cutting area should be more. Nevertheless, the framework-related earthquake direction is equal to the cutting area of the rated element and the cutting area of 21% for a determined performance level of a framework system, the target movements are considered to have a 6% contribution.

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