International Journal of Environmental Pollution and Environmental Modelling

Yazarlar: Adnan KARADUMAN

Konular:Çevre Mühendisliği

Anahtar Kelimeler:Statical,Analysis,Infilled,Frames

Özet: It is known that infill walls considerably change the behaviour of frames under horizontal loads. However, about this subject, there were not enough knowledge and experience accumulations compared with some other subjects in structural analysis. In order to contribute to the behaviour of infilled frames, a series of experiments carried out under statical loads which were applied in the diagonal direction to the infilled samples having various conjunctions and thicknesses and framed with steel profiles. During the experimental research, the decrease in the horizontal rigidity caused by the separation and sliding between the frame and the infill should be taken into consideration. It was known from the previous researches that after the frame separated and slid, the infill wall works like a compression bar; the experiment results obtained from this study also confirmed this fact. The properties of the “equivalent compression bar” that represents the infill wall were studied to be designated due to the experimental data and compared with the values suggested in the literature. Experimental researches constitute the basis of the study.

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