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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Sun, Y. P. / Cai, G. C. (2023): Seismic Behavior of Circular Concrete Columns Reinforced by Low Bond Ultrahigh Strength Rebars. In: Journal of Structural Engineering (ASCE), v. 149, n. 9 (September 2023).

    https://doi.org/10.1061/jsendh.steng-10296

  2. Wang, J. H. / Sun, Y. P. (2023): Shear strength behavior of high-strength fly ash concrete beams with low-bond reinforcement. In: Structures, v. 54 (August 2023).

    https://doi.org/10.1016/j.istruc.2023.05.095

  3. Wang, J. H. / Sun, Y. P. (2022): Seismic Safety and Post-Earthquake Resilience of Frame with Debonded High-Strength Reinforced Concrete-Encased-and-Filled Steel Tubular Columns. In: Journal of Earthquake Engineering, v. 27, n. 13 (December 2022).

    https://doi.org/10.1080/13632469.2022.2141372

  4. Wang, J. H. / Sun, Y. P. (2022): Seismic Behaviors and Resilience of Concrete-encased Concrete-Filled Steel Tubular Columns with Debonded High-Strength Rebars: Experiment and Assessment. In: Journal of Earthquake Engineering, v. 26, n. 15 (March 2022).

    https://doi.org/10.1080/13632469.2021.1989345

  5. Wang, J. H. / Sun, Y. P. (2022): Seismic fragility and post-earthquake reparability of concrete frame with low-bond high-strength reinforced concrete column. In: Structures, v. 37 (March 2022).

    https://doi.org/10.1016/j.istruc.2022.01.001

  6. Wang, J. H. / Sun, Y. P. / Takeuchi, T. (2021): Seismic fragility and post-earthquake reparability of circular reinforced concrete bridge columns with low-bond high-strength reinforcements. In: Structures, v. 34 (December 2021).

    https://doi.org/10.1016/j.istruc.2021.08.021

  7. Wang, J. H. / Sun, Y. P. / Takeuchi, T. / Koyama, T. (2020): Seismic behavior of circular fly ash concrete columns reinforced with low-bond high-strength steel rebar. In: Structures, v. 27 (October 2020).

    https://doi.org/10.1016/j.istruc.2020.07.005

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