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Chyuan-Hwan Jeng

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Jeng, Chyuan-Hwan / Chao, Min (2022): Noniterative formulae for torsional precracking responses and torsional strengths in prestressed concrete members. Dans: Magazine of Concrete Research, v. 74, n. 23 (décembre 2022).

    https://doi.org/10.1680/jmacr.21.00252

  2. Mo, Y. L. / Jeng, Chyuan-Hwan / Perng, S. F. (2001): Seismic shear behavior of rectangular hollow bridge columns. Dans: Structural Engineering and Mechanics, v. 12, n. 4 (octobre 2001).

    https://doi.org/10.12989/sem.2001.12.4.429

  3. Jeng, Chyuan-Hwan / Chiu, Hao-Jan / Lu, Chih-Wei / Chao, Min (2020): Innovative Launch of Long-Span Arch Bridge Across Waterway Using Special Hydraulic Crawler. Dans: Practice Periodical on Structural Design and Construction, v. 25, n. 3 (août 2020).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000496

  4. Jeng, Chyuan-Hwan / Chao, Min (2018): Torsion Experiment and Cracking-Torque Formulas of Prestressed Concrete Beams. Dans: ACI Structural Journal, v. 115, n. 5 (septembre 2018).

    https://doi.org/10.14359/51702373

  5. Jeng, Chyuan-Hwan / Chao, Min / Chuang, Hui-Chun (2019): Torsion experiment and cracking-torque formulae of hollow prestressed concrete beams. Dans: Engineering Structures, v. 196 (octobre 2019).

    https://doi.org/10.1016/j.engstruct.2019.109325

  6. Chao, Min / Chiu, Hao-Jan / Lu, Chih-Wei / Jeng, Chyuan-Hwan (2019): Using three-dimensional laser scanning for monitoring a long-span arch bridge launch. Dans: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 172, n. 3 (septembre 2019).

    https://doi.org/10.1680/jbren.18.00036

  7. Jeng, Chyuan-Hwan / Peng, Sheng-Fu / Chiu, Hao-Jan / Hsiao, Chih-Kun (2014): New Torsion Experiment on Large-Sized Hollow Reinforced Concrete Beams. Dans: ACI Structural Journal, v. 111, n. 6 (novembre 2014).

    https://doi.org/10.14359/51687166

  8. Jeng, Chyuan-Hwan / Mo, Y. L. (2004): Quick Seismic Response Estimation of Prestressed Concrete Bridges Using Artificial Neural Networks. Dans: Journal of Computing in Civil Engineering, v. 18, n. 4 (octobre 2004).

    https://doi.org/10.1061/(asce)0887-3801(2004)18:4(360)

  9. Chao, Min / Jeng, Chyuan-Hwan (2017): Pre- and post-cracking torsion in prestressed concrete beams: experimental study. Dans: Magazine of Concrete Research, v. 69, n. 11 (juin 2017).

    https://doi.org/10.1680/jmacr.16.00349

  10. Jeng, Chyuan-Hwan / Peng, Sheng-Fu / Chao, Min (2014): Constitutive relationships of concrete for hollow RC members in pure torsion. Dans: Magazine of Concrete Research, v. 66, n. 17 (septembre 2014).

    https://doi.org/10.1680/macr.14.00017

  11. Jeng, Chyuan-Hwan / Peng, Xiaoning / Wong, Y. L. (2011): Strain gradient effect in RC elements subjected to torsion. Dans: Magazine of Concrete Research, v. 63, n. 5 (mai 2011).

    https://doi.org/10.1680/macr.9.00218

  12. Jeng, Chyuan-Hwan / Chen, Jie-Ru / Lin, Tseng-Cheng / Peng, Sheng-Fu (2014): Seismic finite element simulation of concrete piles in harbour landing stages. Dans: Structure and Infrastructure Engineering, v. 10, n. 9 (septembre 2014).

    https://doi.org/10.1080/15732479.2013.793724

  13. Jeng, Chyuan-Hwan / Hsu, Thomas T. C. (2009): A softened membrane model for torsion in reinforced concrete members. Dans: Engineering Structures, v. 31, n. 9 (septembre 2009).

    https://doi.org/10.1016/j.engstruct.2009.02.038

  14. Jeng, Chyuan-Hwan / Chao, Min (2015): Unified rational formula for pre-cracking torsional stiffness of solid and hollow reinforced concrete members. Dans: Engineering Structures, v. 99 (septembre 2015).

    https://doi.org/10.1016/j.engstruct.2015.04.038

  15. Jeng, Chyuan-Hwan (2015): Unified Softened Membrane Model for Torsion in Hollow and Solid Reinforced Concrete Members: Modeling Precracking and Postcracking Behavior. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 10 (octobre 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001212

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