Behavior of brick infilled reinforced concrete frames strengthened by cfrp reinforcement: Phase I

Keskin, Rıza Secer Orkun


Behavior of brick infilled reinforced concrete frames under reversed cyclic loading
Marjani, Farzad; Ersoy, Uğur; Department of Civil Engineering (1997)
Behavior of reinforced concrete deep beam with web openings strengthened with (CFRP) sheet
Jasim, Waleed A.; Tahnat, Yazan B. Abu; Halahla, Abdulsamee M. (2020-08-01)
Deep beams are used in various applications in reinforced concrete (R.C.) structures. There have been continuous efforts to enhance and improve the performance of these crucial elements in (R.C.) structures by using several strengthening techniques such as using the carbon fiber-reinforced polymer (CFRP). However, by exploring the literature, none of the previously conducted experimental tests have studied the propagation of cracks beneath the (CFRP) sheets. In this research, the propagation of the first di...
Behavior of cold-formed steel wall panels under monotonic horizontal loading
Baran, Eray (2012-12-01)
This paper summarizes the findings of an experimental study on cold-formed steel (CFS) wall panels with oriented strand board (OSB) sheathing. Static lateral load tests were conducted on a total of thirteen full-scale wall panel specimens to investigate the performance of CFS walls utilizing primarily the construction details used in Turkey. Experimental results revealed that the geometry of hold-down attachment used at the base of CFS wall panels to transfer tensile forces has a major effect on the overall...
Behavior of traditional timber frames under reverse cyclic loading
Aktaş, Yasemin Didem; Akyüz, Uğurhan; Türer, Ahmet; Erdil, Barış; Şahin Güçhan, Neriman (2015-11-06)
Traditional timber frames in Turkey especially the ones in Safranbolu region consist of several configurations and several infill materials. The configurations include simple frames and braced frames. The infill materials include adobe, stone, brick or wood. Although the frames have a wide variety they do not have specific calculations and design rules. They were designed according to the knowledge and experience of the skilled workers. Therefore, the behaviour depends on workmanship too much. In this study...
Behavior of steel-concrete partially composite beams with channel type shear connectors
Baran, Eray; Topkaya, Cem (2014-06-01)
This paper summarizes the findings of an experimental study investigating the flexural behavior of partially composite beams incorporating channel type shear connectors. Results from monotonic load testing of four full-scale steel-concrete composite beams and a steel beam are presented. The main effort focused on identifying the variation of strength and stiffness properties of beams with various degrees of partial composite action. Behavior of channel shear connectors in the composite beam specimens is rel...
Citation Formats
R. S. O. Keskin, “Behavior of brick infilled reinforced concrete frames strengthened by cfrp reinforcement: Phase I,” Middle East Technical University, 2002.