Hysterretic of reinforced concrete frames repaired by means of reinforced concrete infills

Strengthening of reinforced concrete frames with reinforced concrete infills Altın, Sinan; Ersoy, Uğur; Department of Civil Engineering (1990)
Contribution of RC infills to the seismic behavior of structural systems Canbay, Erdem; Ersoy, Uğur; Özcebe, Güney; Department of Civil Engineering (2001)
Reinforced concrete rectangular members subjected to pure torsion. Berkman, Rıdvan Metin; Ersoy, Uğur; Department of Civil Engineering (1976)
Seismic upgrading of reinforced concrete frames with structural steel elements Özçelik, Ramazan; Binici, Barış; Department of Civil Engineering (2011) This thesis examines the seismic internal retrofitting of existing deficient reinforced concrete (RC) structures by using structural steel members. Both experimental and numerical studies were performed. The strengthening methods utilized with the scope of this work are chevron braces, internal steel frames (ISFs), X-braces and column with shear plate. For this purpose, thirteen strengthened and two as built reference one bay one story portal frame specimens having 1/3 scales were tested under constant grav...
Hysteretic behavior of reinforced concrete beam and epoxy-repaining process. Çelebi, Nuri Mehmet; Avcı, B.; Talı, D.; Department of Civil Engineering (1973)

Citation Formats

M. O. Sonuvar, “Hysterretic of reinforced concrete frames repaired by means of reinforced concrete infills,” Ph.D. - Doctoral Program, Middle East Technical University, 2001.