Confined concrete behaviour under repeated and reserved strain gradient

Yahya , Zubair Iddris


Confined dirac propagation for hybrid chiral bag model and neutron-proton mass difference
Karagöz, Nurettin; Pak, Namık Kemal; Department of Physics (1989)
Displacement-based seismic rehabilitation of non-ductile RC frames with added shear walls
Karageyik, Can; Sucuoğlu, Haluk; Department of Civil Engineering (2010)
Non-ductile reinforced concrete frame buildings constitute an important part of the vulnerable buildings in seismic regions of the world. Collapse of non-ductile multi story concrete buildings during strong earthquakes in the past resulted in severe casualties and economic losses. Their rehabilitation through retrofitting is a critical issue in reducing seismic risks worldwide. A displacement-based retrofitting approach is presented in this study for seismic retrofitting of medium height non-ductile concret...
Reinforced concrete beams in pure torsion.
Doudak, Edmond; Department of Civil Engineering (1967)
Forced Vibration Testing and Finite Element Modeling of a Nine-Story Reinforced Concrete Flat Plate-Wall Building
Çelik, Ozan Cem; Sucuoğlu, Haluk; Akyüz, Uğurhan (SAGE Publications, 2015-05-01)
Tunnel form buildings, owing to their higher construction speed and quality, lower cost, and superior earthquake resistance over that of conventional reinforced concrete buildings, have been widely used for mass housing, urban renewal, and post-earthquake reconstruction projects all over the world as well as in Turkey. However, there have been few dynamic tests performed on existing buildings with this structural system. This study investigates the dynamic structural properties of a typical nine-story reinf...
Reinforced concrete rectangular members subjected to pure torsion.
Berkman, Rıdvan Metin; Ersoy, Uğur; Department of Civil Engineering (1976)
Citation Formats
Z. I. Yahya, “Confined concrete behaviour under repeated and reserved strain gradient,” Middle East Technical University, 1988.