Abstract:

Our land is a historic structure that has historical characteristics. Often it is quite possible to find accumulated structures made using local materials in rural areas of our country. The accumulating structures have a wide variety of materials and labor service without the need for engineering service. As a result, it is hard to determine the performance under the loads and earthquake loads according to the performance analysis of the current concrete structures. In this study; information about the construction technique, material characteristics and location characteristics of the Femin + 4 floor total 5 floor cage structure, built between 1997-1998 located in Bayburt, was collected. The current problems observed in the building have been identified. The StatiCAD-Sliming program has been used to analyze the performance of the structure taking into account the 2018 Building Earthquake Regulations. As a result of the analysis, the building was proposed to be reinforced by the method of strengthening some walls from the outside with a single-sided fence with a double-sided fence. In the building’s pre-fortification analysis, 48 walls were insufficient in terms of pressure and sliding and immigration, while the performance analysis after fortification concluded that all walls were secured by security and were in immediate use.

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