Personal Information

Yeou-Fong Albert Li, Professor at the Department of Civil Engineering, National Taipei University of Technology.


Research Interests

Constitutive Modeling of Materials

Finite-deformation Plasticity: theory, experiment and computations

Bridge inspection, evaluation and retrofitting

The applications of Hilbert-Hwang Transform in structural system Identification

The applications of carbon fiber reinforced plasticsin retrofitting bridge columns



  1. Hong, H.-K., and Y.-F. Li, “A New Boundary Element Method for Resonance of an Acoustic Enclosure,” Journal of the Chinese Institute of Engineers, 13, 314-326 (1990)
  2. Chang, S.N., D.-T. Chung, Y.-F. Li, and S. Nemat-Nasser, “Target Configurations for Plate-Impact Recovery Experiments,” Journal of Applied Mechanics, Transactions of the ASME, 59, 305-311 (1992)
  3. Nemat-Nasser, S., and Y.-F. Li, “A New Explicit Algorithm for Finite-Deformation Elastoplasticity and Elastoviscoplasticity: Performance Evaluation,” Computers and Structures, 44, 937-963 (1992)
  4. Li, Y.-F. and S. Nemat-Nasser, “An Explicit Integration Scheme for Finite-Deformation Plasticity in Finite-Element Methods,” Finite Elements in Analysis and Design, 15, 93-102 (1993)
  5. Nemat-Nasser, S., Y.-F. Li, and J.B. Isaacs, “Experimental /Computational Evaluation of Flow Stress at High Strain Rates with Application to Adiabatic Shear Banding,” Mechanics of Materials, 17, 23-56 (1994)
  6. Nemat-Nasser, S., and Y.-F. Li, “An Algorithm for Large-scale Computational Finite-Deformation Plasticity,” Mechanics of Materials, 18, 231-264, (1994)
  7. Li, Y.-F., C.-T. Lin, and Y.-Y. Sung, “A Constitutive Model for Concrete Confined with Carbon Fiber Reinforced Plastics”, Mechanics of Materials, Vol. 35, 603-619 (2003)
  8. Li, Y.-F., S.-Y. Chang, W.-C. Tzeng, K. Huang, “The Pseudo Dynamic Test of RC Bridge Columns Analyzed Through the Hilbert-Huang Transform,” The Chinese Journal of Mechanics, Series A, Vol. 19, No. 3, pp. 373-387, 2003
  9. Li, Y.-F., and Y.-Y. Sung, “Seismic Repair and Rehabilitation of the Shear-FailureCircularBridge Column Using CFRP Jacketing,” Canadian Journal of Civil Engineering, Vol. 30, No. 5, pp. 819~829, 2003
  10. Lin, C.-T. and Y.-F. Li, “An Effective Peak Stress Formula for Concrete Confined with Carbon Fiber Reinforced Plastics,” Canadian Journal of Civil Engineering, Vol. 30, No. 5, pp. 882-889, 2003
  11. Li, Y.-F., and Y.-Y. Sung, “A Study on the Shear-Failure Circular Sectioned Bridge Column Retrofitted by Using CFRP Jacketing,” Journal of Reinforced Plastic and Composites, Vol. 23, No. 8, pp. 811-830, 2004
  12. Li, Y.-F., and T.-S. Fang, “A Constitutive Model for Concrete Confined by Steel Reinforcement and Carbon Fiber Reinforced Plastic Sheet,” Structural Engineering and Mechanics, Vol. 18, No. 1, pp. 21-40, 2004
  13. Chang, S.-Y., Y.-F. Li and C.-H. Loh, “Experimental Study of Seismic Behaviors of As-built and CFRP Retrofitted Reinforced Concrete Bridge Columns,” Journal of Bridge Engineering, ASCE , Vol. 9, No. 4, pp. 391-402, 2004. (EI) (NSC 91-2711-3-319-200)
  14. Li, Y.-F., S.-H. Chen, J.-S. Hwang, and Y.-M. Hsieh, “Analytical and Experimental Study of Reinforced Concrete Bridge Column Retrofitted by Steel Jacket,” Journal of the Chinese Institute of Engineers, Vol. 28, No. 2, pp. 319-328, 2005
  15. Li, Y.-F., S.-H. Chen, K.-C. Chang, and K.-Y. Liu, “A Constitutive Model of Concrete Confined by Steel Reinforcements and Steel Jackets,” Canadian Journal of Civil Engineering, Vol. 32, No. 1, pp. 279-288, 2005
  16. Li, Y.-F., Y.-J. Lin, C.-W. Chen, and C.-T. Lin, “Theoretical and Experimental Studies on the As-built and Repaired Rehabilitated RC Frames,” Canadian Journal of Civil Engineering, Vol. 34, No. 8, pp. 923-933, 2007
  17. Li, Y.-F., Y.-M. Xiao, and M.-J. Tsai, “Enhancement of the Flexural Performance of Retrofitted Wood Beams Using CFRP Composite Sheets,” Construction and Building Materials, Vol. 23, No. 1, pp. 411-422, 2009
  18. Li, Y.-F., M.-J. Tsai, C.-N. Liao, and J.-H. Tsai, “The Constitutive Modeling of Wood Joints for Historical Buildings,” Advances in Structural Engineering , Vol. 12, No. 3, pp. 349-358, 2009
  19. Li, Y.-F., T.-H. Hsu, K.-H. Leng, J.-Y. Hsu, “The time and frequency domains analysis of bridges with functional unseating prevention devices,” Advances in Adaptive Data Analysis, Vol. 2, No. 1, pp. 112-134, 2010
  20. Huang, C.-L., Y.-F. Li, and C.-T. Lin, “Analytical and Pushover Analysis for Predicting Nonlinear Force-Displacement Relationships of Slender RC Walls,” Journal of the Chinese Institute of Engineering, Vol. 34, No. 3, pp. 415-428, April 2011
  21. Li, Y.-F., C.-L. Huang, C.-T. Lin, T.-H. Hsu“A Study on the High Seismic Performances of RC Shear Walls under Reversed Cyclic Loading,” Advances in Structural Engineering, Vol. 15, No. 7, pp. 1239-1252, 2012
  22. Li,Y.-F., and S.-T.Kan, “The Mechanical Behavior of the Hybrid FRP Beam,” Advanced Materials Research, Vol. 365, pp. 119-124, 2012
  23. Li, Y.-F., T.-H. Hsu, F.-C. Hsieh, “The Improved Mechanics Behavior of the FRP Deck,” Applied Mechanics and Materials, Vols. 193-194, pp. 1389-1392, 2012
  24. Li, Y.-F., Yu, C.-C., Chen, S.-Y., Badjie S., “The Carbon Footprint Calculation of the GFRP Pedestrian Bridge at Tai-Jiang National Park,” International Review for Spatial Planning and Sustainable Development, Vol.1, No.4, pp. 13-28, 2013
  25. Li, Y.-F., Tsai, M.-J., Wei, T.-F., Wang, W.-C., “A Study on Wood Beams Strengthened by FRP Composite Materials,” Construction and Building Materials, Vol. 62, pp. 118-125, 2014
  26. Li, Y.-F., Badjie, S., Chen, W.Y., Chiu, Y.T. “Case Study of First All-GFRP Pedestrian Bridge in Taiwan,” Case Studies in Construction Materials, Vol. 1, pp. 83-95, 2014
  27. Li, Y.-F., Jobe, O., Yu, C.-C., Chiu, Y.-T., “Experiment and Analysis of Bolted GFRP Beam-Beam Connections,” Composite Structures, Vol. 127, pp. 480-493, 2015