Fraioli, G., Tang, Y., Yang, Y. and Sneed, L.H.*, “System-level performance of earthquake-damaged concrete bridges with repaired columns”, Computers and Concrete, Volume 33, Number 4, April 2024 (Special Issue) pages 361-372, DOI: https://doi.org/10.12989/cac.2024.33.4.361
Jiang*, H., Yang Y., Chorzepa M., “A Generalized Mogi-Coulomb Type Failure Criterion,” ASCE International Journal of Geomechanics. 2023; 23(4): 04023024
Jiang*, H., Yang Y., “A three-dimensional Hoek-Brown failure criterion based on an elliptical Lode dependence,” International Journal of Numerical and Analytical Methods in Geomechanics. 2020; 1–17. https://doi.org/10.1002/nag.3125.
Yang Y.*, He R., Sneed, L., Saiidi, M.S., Belarbi, A., “Truss modeling of as-built and CFRP-repaired RC bridge columns subjected to combined cyclic lateral loading and torsion,” Engineering Structures, 2019 (200), 109664, https://doi.org/10.1016/j.engstruct.2019.109664
Ren W*, Guo L, Yang Y, Zhang D. “Debonding behavior of tapered RC Beams with externally bonded FRP in intrados”. Journal of Traffic and Transportation Engineering, 2019, 19(1): 60-70.
Yang, Y.*, He, R., Sneed, L. H., “Seismic Repair Design of RC Bridge Columns Damaged under Combined Bending and Torsion Effects.”, International Journal of Bridge Engineering, Special Issue, 2017, pp: 171-189.
He, R., Yang Y.*, and Sneed, L., “Post-Repair Seismic Assessment of RC Bridges Containing Fractured Column Bars – A Numerical Approach,”, Engineering Structures, (112), 03/2016, pp: 100-113.
Yang, Y., Sneed, L.*, Saiidi, M., S., Belarbi, A., Eshani, M., and He, R., “Emergency Repair of an RC Bridge Column with Fractured Bars using Externally Bonded Prefabricated Laminates,” Composite Structures, (123), 12/2015, pp: 727-738.
He, R., Yang, Y., and Sneed, L.*, “Seismic Repair of Reinforced Concrete Columns: A Review of Research Findings,” ASCE Journal of Bridge Engineering, 20(12), 04/2015, https://doi.org/10.1061/(ASCE)BE.1943-5592.0000760
Yang, Y., Sneed, L.*, Morgan, A., Saiidi, M., S., and Belarbi, A., “Repair of RC Bridge Columns with Interlocking Spirals and Fractured Longitudinal Bars – An Experimental Study,” Construction and Building Materials, 03/2015, (78), pp: 405-420.
Ren, W., Sneed, L.*, Yang Y., and He, R., “Numerical Simulation of Prestressed Precast Concrete Bridge Deck Panels Using Damage Plasticity Model,” International Journal of Concrete Structures and Materials, 9(1), 3/2015, pp: 45-54.
Yang Y.*, Wang, J., and Liu, Y., “Anchorage Systems for FRP Cables and Tendons- A State-of-the-Art Review,” (in Chinese), Shanghai Highways, Shanghai Highway Administration, Shanghai, China, 04/2008.
Yang Y., He R., Simulation of RC Columns Under Cyclic Combined Bending and Torsion, CSCE Winnipeg 2025
Breiner, T., and Yang Y., “An Approach to Calculating Live Load Distribution Factors for Horizontally Curved Bridges with Straight Girders Using Finite Element Analysis”, Structural Specialty, 183, CSCE Conference, May 25-28th, 2022.
Yang Y.*, He, R., Sneed, L., “Design Example of Bridge Pier Cap Considering Torsional Effect,” ACI SP-344 “Examples for The Design of Reinforced and Prestressed Concrete Members under Torsion”. 2020, 131-148.
Yang Y.*, He, R., “Seismic Simulation of Bridges Considering Bending and Torsion Interaction”, ACI SP-342 “Advanced Analysis and Testing Methods for Concrete Bridge Evaluation and Design”, 2020, 178-196.
Yang, Y., Sneed, L.*, and Belarbi, A., “Flexural Behavior of Hybrid Precast, Prestressed Bridge Deck Panels Under Static and Fatigue Loadings – An Experimental Study,” PCI Convention Proceedings, Memphis, TN, 08/2012.
Grace, C., Yang, Y., and Sneed, L.*, “Fracture Mechanics Approaches to Predicting the Behavior of Reinforced Concrete Members with Externally-bonded Fiber Reinforced Polymer Laminates,” ACI SP-286, A Fracture Approach for FRP-Concrete Structures, 03/2012.
Yang, Y., Sneed, L., Saiidi, M., S., and Belarbi, A., “Repair of Earthquake-Damaged Bridge Columns with Interlocking Spirals and Fractured Bars,” Caltrans Final Report CA 14-2179, California Department of Transportation, 07/2014.