Özet:

Reactions under earthquake loads of filled concrete frameworks have been an issue of interest for the earthquake engineering community. Although simple pressure bar models are recommended to make the flat-in response ideal, the flat-in contribution of the filling walls is possible only if there is non- flat stability. Contrary to the flat-in-ground behavior in which side-location changes determine the immigration status, the non-level immigration status is triggered by the earthquake-related athletic forces and the burden is controlled. In this study, the non-plate reactions of the fluid and non-fluid traditional rubber filling walls were studied. In addition, a new system was proposed to improve the non-plate behavior through the wire wire, which is double-sided on both sides of the wire filled with connectivity wire. For this purpose, in the ODTÜ Building Mechanics Laboratory, a experimental arrangement was established using the air bust to apply fixed pressure to imitate earthquake loads in the non-plate direction on the filling wall within the concrete frame. Half-scale concrete frameworks are made and the wall is made with horizontal hole tapes. After the material and wall parts are experimented, the walls are pushed with the air bust until they migrate out of the surface. In response to the increased off-plate movement, the wall’s location change profile, the spread of fractures and off-plate direction of the wall’s capacity have been recorded. The two-sided wire supplement has increased the out-of-plate capacity by 80 percent, making the traditional wall behavior that the immigrant is quite sudden and fervent a disgrace.

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