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Chyuan-Hwan Jeng

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. Jeng, Chyuan-Hwan / Chao, Min (2022): Noniterative formulae for torsional precracking responses and torsional strengths in prestressed concrete members. In: Magazine of Concrete Research, v. 74, n. 23 (December 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. In: Structural Engineering and Mechanics, v. 12, n. 4 (October 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. In: Practice Periodical on Structural Design and Construction, v. 25, n. 3 (August 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. In: ACI Structural Journal, v. 115, n. 5 (September 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. In: Engineering Structures, v. 196 (October 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. In: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 172, n. 3 (September 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. In: ACI Structural Journal, v. 111, n. 6 (November 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. In: Journal of Computing in Civil Engineering, v. 18, n. 4 (October 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. In: Magazine of Concrete Research, v. 69, n. 11 (June 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. In: Magazine of Concrete Research, v. 66, n. 17 (September 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. In: Magazine of Concrete Research, v. 63, n. 5 (May 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. In: Structure and Infrastructure Engineering, v. 10, n. 9 (September 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. In: Engineering Structures, v. 31, n. 9 (September 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. In: Engineering Structures, v. 99 (September 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. In: Journal of Structural Engineering (ASCE), v. 141, n. 10 (October 2015).

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

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