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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. Hsiao, J. Kent / Widjaja, Suhendi / Schultz, William / Wiemeler, Steven (2005): The Effects of Stress Singularity on Welded Gusset Plates Loaded in Tension. In: Engineering Journal, v. 42, n. 3 (September 2005).

    https://doi.org/10.62913/engj.v42i3.855

  2. Hsiao, J. Kent / Shrestha, Santosh / Vootukuri, Venkat Ramana Reddy / Mensah, Frederick (2019): The Effect of Plastic Hinge Location on the Flexural Strength Demand of Welded Flange Plate Connections. In: Electronic Journal of Structural Engineering, v. 19 (December 2019).

    https://doi.org/10.56748/ejse.19237

  3. Hsiao, J. Kent (2016): Prestress Loss Distributions along Simply Supported Pretensioned Concrete Beams. In: Electronic Journal of Structural Engineering, v. 16 (January 2016).

    https://doi.org/10.56748/ejse.16207

  4. Hsiao, J. Kent (2012): Bending-Axis Effects on Load-Moment (P-M) Interaction Diagrams for Circular Concrete Columns Using a Limited Number of Longitudinal Reinforcing Bars. In: Electronic Journal of Structural Engineering, v. 12 (January 2012).

    https://doi.org/10.56748/ejse.12147

  5. Hsiao, J. Kent (2012): Statical Analysis of Pile Groups Containing Batter Piles. In: Electronic Journal of Structural Engineering, v. 12 (January 2012).

    https://doi.org/10.56748/ejse.12154

  6. Hsiao, J. Kent (2009): Computation of Fundamental Periods for Moment Frames Using a Hand-Calculated Approach. In: Electronic Journal of Structural Engineering, v. 9 (June 2009).

    https://doi.org/10.56748/ejse.9114

  7. Tezcan, Jale / Hsiao, J. Kent (2008): Periodic solutions of the Duffing equation. In: Structural Engineering and Mechanics, v. 30, n. 5 (November 2008).

    https://doi.org/10.12989/sem.2008.30.5.593

  8. Kumar, Sanjeev / Hsiao, J. Kent (2007): Engineers Learn "Soft Skills the Hard Way": Planting a Seed of Leadership in Engineering Classes. In: Leadership and Management in Engineering (ASCE), v. 7, n. 1 (January 2007).

    https://doi.org/10.1061/(asce)1532-6748(2007)7:1(18)

  9. Hsiao, J. Kent / Chambers, Janice J. / Schultz, William J. (2005): Stress Singularity Effect on Beam Flanges in Moment Connections. In: Advances in Structural Engineering, v. 8, n. 2 (April 2005).

    https://doi.org/10.1260/1369433054038010

  10. Hsiao, J. Kent / Coupar, Matthew S. (2006): Design and Behavior of Enlarged End Flange (EEF) Steel Moment-Frame Connections. In: Advances in Structural Engineering, v. 9, n. 4 (August 2006).

    https://doi.org/10.1260/136943306778812723

  11. Hsiao, J. Kent (2018): Partial-Span Live Loading Effects on the Design of Multistory Multibay Steel Moment Frames. In: Practice Periodical on Structural Design and Construction, v. 23, n. 4 (November 2018).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000387

  12. Hsiao, J. Kent (2014): Hand-Calculated Procedure for Rigidity Computation of Shear Walls with Openings. In: Practice Periodical on Structural Design and Construction, v. 19, n. 4 (November 2014).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000210

  13. Hsiao, J. Kent / Tezcan, Jale (2012): Seismic Retrofitting for Chord Reinforcement for Unreinforced Masonry Historic Buildings with Flexible Diaphragms. In: Practice Periodical on Structural Design and Construction, v. 17, n. 3 (August 2012).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000117

  14. Hsiao, J. Kent / Schultz, William / Petersen, Troy / Vaicik, Stephen (2008): Computation of story drifts considering panel zone deformations for multistory steel moment frames with welded flange plate connections. In: The Structural Design of Tall and Special Buildings, v. 17, n. 2 (June 2008).

    https://doi.org/10.1002/tal.362

  15. Hsiao, J. Kent (2006): Equivalent lateral force procedure for the seismic story drift design of tall frames using a hand-calculated approach. In: The Structural Design of Tall and Special Buildings, v. 15, n. 2 ( 2006).

    https://doi.org/10.1002/tal.291

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