Alper Ucak, Ph.D.
Affiliations: | 2009 | The Catholic University of America, Washington, DC |
Area:
Civil EngineeringGoogle:
"Alper Ucak"Parents
Sign in to add mentor| Panos Tsopelas | grad student | 2009 | Catholic University | |
| (Instabilities in thin-walled steel columns under three dimensional nonproportional cyclic loading.) | ||||
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Publications
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| Yang S, Mavroeidis GP, Ucak A. (2020) Analysis of bridge structures crossing strike‐slip fault rupture zones: A simple method for generating across‐fault seismic ground motions Earthquake Engineering & Structural Dynamics. 49: 1281-1307 |
| Yang S, Mavroeidis GP, Ucak A, et al. (2017) Effect of ground motion filtering on the dynamic response of a seismically isolated bridge with and without fault crossing considerations Soil Dynamics and Earthquake Engineering. 92: 183-191 |
| Ucak A, Tsopelas P. (2015) Load Path Effects in Circular Steel Columns under Bidirectional Lateral Cyclic Loading Journal of Structural Engineering-Asce. 141: 4014133 |
| Ucak A, Mavroeidis GP, Tsopelas P. (2014) Behavior of a seismically isolated bridge crossing a fault rupture zone Soil Dynamics and Earthquake Engineering. 57: 164-178 |
| Ucak A, Tsopelas P. (2012) Accurate modeling of the cyclic response of structural components constructed of steel with yield plateau Engineering Structures. 35: 272-280 |
| Ucak A, Tsopelas P. (2011) Constitutive Model for Cyclic Response of Structural Steels with Yield Plateau Journal of Structural Engineering-Asce. 137: 195-206 |
| Ucak A, Tsopelas P. (2008) Effect of Soil — Structure Interaction on Seismic Isolated Bridges Journal of Structural Engineering-Asce. 134: 1154-1164 |
| Ucak A, Tsopelas P. (2008) Discussion of “Stability and Ductility of Thin-Walled Circular Steel Columns under Cyclic Bidirectional Loading” by Yoshiaki Goto, Kunsheng Jiang, and Makoto Obata Journal of Structural Engineering-Asce. 134: 865-867 |
| Ucak A, Tsopelas P. (2006) Cellular and corrugated cross-sectioned thin-walled steel bridge-piers/columns Structural Engineering and Mechanics. 24: 355-374 |