Hysteretic behavior of reinforced concrete beam and epoxy-repaining process.

Çelebi, Nuri Mehmet


Effect of alkali-silica reaction expansion on mechanical properties of concrete
Hafçı, Alkan; Turanlı, Lütfullah; Department of Civil Engineering (2013)
Alkali-silica reaction (ASR) is a chemical deterioration process which arises in concrete due to reactive aggregate from its constituent, sufficient alkalis from cement or external resources and humidity about 85%. ASR gel, formed by the reaction, absorbs water and expands so that it causes expansion and cracking in concrete. ASR has detrimental effects on mechanical properties of concrete. Therefore, ASR which is a long and a constantly progressive reaction may become a threat to the safety of concrete str...
Hysterretic of reinforced concrete frames repaired by means of reinforced concrete infills
Sonuvar, Musa Onur; Özcebe, Güney; Ersoy, Uğur; Department of Civil Engineering (2001)
Seismic behavior assessment of low-rise reinforced concrete structural walls using quasi-static reversed cyclic loading protocol
Ezzatfar, Pourang; Canbay, Erdem; Özcebe, Güney; Department of Civil Engineering (2016)
The reinforced concrete shear walls of low- to mid-rise residential buildings, having height to length ratio ranging from 1 to 3, are more of a concern in research studies in recent years. Since the failure mode of these walls depends on the interaction between shear and flexural action, predicting the failure mode of this type of shear walls is not straight forward. While seismic behavior of highrise walls (i.e. aspect ratio greater than about 3) is almost known and theoretical assumptions matches well wit...
Reinforced concrete rectangular members subjected to pure torsion.
Berkman, Rıdvan Metin; Ersoy, Uğur; Department of Civil Engineering (1976)
ALTIN, S; ERSOY, U; TANKUT, T (1992-08-01)
Strengthening of framed reinforced concrete structures by cast-in-place reinforced concrete infills is commonly used in practice. The objective of this study is to investigate the behavior of such infilled frames under seismic loads. For this purpose, 14 two-story, one-bay infilled frames are tested under reversed cyclic loading simulating seismic action. The variables investigated are thc effect of type of infill reinforcement, thc connection between the frame and thc infill, and the flexural capacity of c...
Citation Formats
N. M. Çelebi, “Hysteretic behavior of reinforced concrete beam and epoxy-repaining process.,” Ph.D. - Doctoral Program, Middle East Technical University, 1973.