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Yu-Chen Ou, Ph.D.

Affiliations: 
2007 Civil, Structural and Environmental Engineering State University of New York, Buffalo, Buffalo, NY, United States 
Area:
Civil Engineering
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"Yu-Chen Ou"
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George C. Lee grad student 2007 SUNY Buffalo
 (Precast segmental post-tensioned concrete bridge columns for seismic regions.)

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Publications

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Ou Y, Pratiwi AY, Song J. (2018) Pseudodynamic Testing and Inelastic Displacement Ratios of Self-Centering Precast Concrete Segmental Bridge Columns Journal of Structural Engineering-Asce. 144: 4018158
Zhou Y, Ou Y, Lee GC. (2017) Bond-slip responses of stainless reinforcing bars in grouted ducts Engineering Structures. 141: 651-665
Han Q, Zhou Y, Ou Y, et al. (2017) Seismic behavior of reinforced concrete sacrificial exterior shear keys of highway bridges Engineering Structures. 139: 59-70
Ou Y, Canseco HA, Kurniawan DP. (2017) Anchorage performance of headed deformed bars in exterior beam-column joints under cyclic loading Ksce Journal of Civil Engineering. 21: 2837-2849
Ou YC, Ngo SH. (2016) Discrete shear strength of two-and seven-circular-hoop and spiral transverse reinforcement Aci Structural Journal. 113: 227-238
Ou YC, Ngo SH. (2016) Discrete computational shear strength models for 5-, 6-, and 11-circular-hoop and spiral transverse reinforcement Advances in Structural Engineering. 19: 23-37
Bu ZY, Ou YC, Song JW, et al. (2016) Hysteretic modeling of unbonded posttensioned precast bridge columns with circular section based on cyclic loading test Journal of Bridge Engineering. 21
Bu ZY, Ou YC, Song JW, et al. (2016) Cyclic Loading Test of Unbonded and Bonded Posttensioned Precast Segmental Bridge Columns with Circular Section Journal of Bridge Engineering. 21
Ou YC, Nguyen ND. (2016) Modified axial-shear-flexure interaction approaches for uncorroded and corroded reinforced concrete beams Engineering Structures. 128: 44-54
Ou YC, Nguyen ND. (2016) Influences of location of reinforcement corrosion on seismic performance of corroded reinforced concrete beams Engineering Structures. 126: 210-223
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