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Labs

Smart City Lab

Biography

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Publications

  • Wang, C. M., Zhang, H., Challamel, N., & Pan, W. H. (2020). Hencky Bar-Chain/Net for Structural Analysis. World Scientific. https://doi.org/10.1142/q0237

  • Wang, C. M., Pan, W. H., & Zhang, H. (2021). Hencky Bar-Chain Model for Buckling Analysis and Optimal Design of Trapezoidal Arches. Modern Trends in Structural and Solid Mechanics 1 – Statics and Stability (Anniversary Volume in honour of Professor Isaac Elishakoff), Chapter 11. ISTE-Wiley. http://doi.org/10.1002/9781119831891.ch11

Papers

1. Pan, W. H., Fan, J. S., Nie, J. G., Hu, J. H., & Cui, J. F. (2016). Experimental study on tensile behavior of wet joints in a prefabricated composite deck system composed of orthotropic steel deck and ultrathin reactive-powder concrete layer. ASCE Journal of Bridge Engineering, 21(10), 04016064. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000935

2. Nie, J. G., Pan, W. H., Tao, M. X., & Zhu, Y. Z. (2017). Experimental and numerical investigations of composite frames with innovative composite transfer beams. ASCE Journal of Structural Engineering, 143(7), 04017041. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001776

3. Pan, W. H., Tao, M. X., & Nie, J. G. (2017). Fiber beam–column element model considering reinforcement anchorage slip in the footing. Bulletin of Earthquake Engineering, 15(3), 991-1018. https://doi.org/10.1007/s10518-016-9987-3

4. Pan, W. H., Tao, M. X., Nie, X., & Fan, J. S. (2018). Rebar anchorage slip macromodel considering bond stress distribution: monotonic loading and model application. ASCE Journal of Structural Engineering, 144(8), 04018097. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002096

5. Pan, W. H., Eatherton, M. R., Tao, M. X., Yang, Y., & Nie, X. (2017). Design of single-level guyed towers considering interrelationship between bracing strength and rigidity requirements. ASCE Journal of Structural Engineering, 143(9), 04017128. http://doi.org/10.1061/(ASCE)ST.1943-541X.0001857

6. Pan, W. H., Eatherton, M. R., Nie, X., & Fan, J. S. (2018). Design of pre-tensioned cable-stayed buckling-restrained braces considering interrelationship between bracing strength and stiffness requirements. ASCE Journal of Structural Engineering, 144(10), 04018169. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002162

7. Pan, W. H., Eatherton, M. R., Nie, X., & Fan, J. S. (2018). Stability and adequate bracing design of pretensioned cable-braced inverted-Y-shaped Ferris wheel support system using matrix structural second-order analysis approach. ASCE Journal of Structural Engineering, 144(10), 04018194. http://doi.org/10.1061/(ASCE)ST.1943-541X.0002185

8. Pan, W. H., Wang, J. J., Nie, X., & Tong, J. Z. (2019). Adequately rigid cross-beam for bridge tower designs. ASCE Journal of Bridge Engineering, 24(12), 4019120. http://doi.org/10.1061/(ASCE)BE.1943-5592.0001500

9. Tong, J. Z., Pan, W. H.*, & Pi, Y. L. (2020). Exact solutions for second-order effect of imperfect beams and frames based on matrix structural analysis. Structures, 23, 677-689. http://doi.org/10.1016/j.istruc.2019.12.001

10. Pan, W. H.*, Wang, C. M., & Zhang, H. (2019). Hencky bar-chain model for buckling analysis of non-symmetric portal frames. Engineering Structures, 182, 391-402. https://doi.org/10.1016/j.engstruct.2018.12.078