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Donald W. White ORCID

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. White, Donald W. / Chang, Ching-Jen (2007): Improved Flexural Stability Design of I-Section Members in AISC (2005) -- A Case Study Comparison to AISC (1989) ASD. In: Engineering Journal, v. 44, n. 4 (December 2007).

    https://doi.org/10.62913/engj.v44i4.922

  2. Barker, Michael G. / Hurst, Austin M. / White, Donald W. (2002): Tension Field Action in Hybrid Steel Girders. In: Engineering Journal, v. 39, n. 1 (March 2002).

    https://doi.org/10.62913/engj.v39i1.767

  3. Phillips, Matthew / Slein, Ryan / Sherman, Ryan J. / White, Donald W. (2024): Proposed Improvements to AISC 360-22 Chapter F for Built-Up I-Section Members. In: Journal of Constructional Steel Research, v. 217 (June 2024).

    https://doi.org/10.1016/j.jcsr.2024.108657

  4. Slein, Ryan / Kamath, Ajit M. / Sherman, Ryan J. / White, Donald W. (2022): Manual Estimation of Elastic Lateral-Torsional Buckling Resistance of Linearly Tapered I-Section Members. In: Journal of Structural Engineering (ASCE), v. 148, n. 11 (November 2022).

    https://doi.org/10.1061/(asce)st.1943-541x.0003497

  5. Slein, Ryan / Sherman, Ryan J. / White, Donald W. (2022): Manual Estimation of Elastic Lateral Torsional Buckling Resistance of I-Section Members with Cross-Section Transitions. In: Journal of Bridge Engineering (ASCE), v. 27, n. 10 (October 2022).

    https://doi.org/10.1061/(asce)be.1943-5592.0001931

  6. White, Donald W. (2005): Unified Approach for the Flexural Stability Design of Steel I-Section Members. Presented at: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005.

    https://doi.org/10.1061/40753(171)116

  7. Lee, Seo-Hun / Bakhtiary, Esmaeel / Scott, David W. / Stewart, Lauren K. / White, Donald W. (2017): Influence of geometric parameters on the restraint of guardrail posts by asphalt mow strips. In: Sustainable and Resilient Infrastructure, v. 2, n. 1 (January 2017).

    https://doi.org/10.1080/23789689.2017.1278993

  8. White, Donald W. (1993): Plastic-Hinge methods for advanced analysis of steel frames. In: Journal of Constructional Steel Research, v. 24, n. 2 (January 1993).

    https://doi.org/10.1016/0143-974x(93)90059-2

  9. White, Donald W. / Barth, Karl E. (1998): Strength and ductility of compact-flange I-girders in negative bending. In: Journal of Constructional Steel Research, v. 45, n. 3 (March 1998).

    https://doi.org/10.1016/s0143-974x(97)00079-5

  10. Barth, Karl E. / White, Donald W. / Bobb, Betsy M. (2000): Negative bending resistance of HPS70W girders. In: Journal of Constructional Steel Research, v. 53, n. 1 (January 2000).

    https://doi.org/10.1016/s0143-974x(99)00037-1

  11. Jung, Se-Kwon / White, Donald W. (2006): Shear strength of horizontally curved steel I-girders — finite element analysis studies. In: Journal of Constructional Steel Research, v. 62, n. 4 (April 2006).

    https://doi.org/10.1016/j.jcsr.2005.08.003

  12. Subramanian, Lakshmi / White, Donald W. (2017): Resolving the disconnects between lateral torsional buckling experimental tests, test simulations and design strength equations. In: Journal of Constructional Steel Research, v. 128 (January 2017).

    https://doi.org/10.1016/j.jcsr.2016.08.009

  13. Toma, Shouji / Chen, Wai-Fah / White, Donald W. (1995): A selection of calibration frames in North America for second-order inelastic analysis. In: Engineering Structures, v. 17, n. 2 (February 1995).

    https://doi.org/10.1016/0141-0296(95)92641-k

  14. Kim, Sang-Cheol / White, Donald W. (2004): Nonlinear analysis of a one-story low-rise masonry building with a flexible diaphragm subjected to seismic excitation. In: Engineering Structures, v. 26, n. 14 (December 2004).

    https://doi.org/10.1016/j.engstruct.2004.06.008

  15. White, Donald W. / Hajjar, Jerome F. (2000): Stability of steel frames: the cases for simple elastic and rigorous inelastic analysis/design procedures. In: Engineering Structures, v. 22, n. 2 (February 2000).

    https://doi.org/10.1016/s0141-0296(98)00105-9

  16. Subramanian, Lakshmi / White, Donald W. (2017): Reassessment of the Lateral Torsional Buckling Resistance of I-Section Members: Uniform-Moment Studies. In: Journal of Structural Engineering (ASCE), v. 143, n. 3 (March 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001686

  17. Daley, Aaron J. / Brad Davis, D. / White, Donald W. (2017): Shear Strength of Unstiffened Steel I-Section Members. In: Journal of Structural Engineering (ASCE), v. 143, n. 3 (March 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001639

  18. Kim, Y. D. / White, Donald W. (2014): Transverse Stiffener Requirements to Develop Shear-Buckling and Postbuckling Resistance of Steel I-Girders. In: Journal of Structural Engineering (ASCE), v. 140, n. 4 (April 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000867

  19. Barth, Karl E. / Hartnagel, Bryan A. / White, Donald W. / Barker, Michael G. (2004): Recommended Procedures for Simplified Inelastic Design of Steel I-Girder Bridges. In: Journal of Bridge Engineering (ASCE), v. 9, n. 3 (May 2004).

    https://doi.org/10.1061/(asce)1084-0702(2004)9:3(230)

  20. White, Donald W. / Barker, Michael G. (2008): Shear Resistance of Transversely Stiffened Steel I-Girders. In: Journal of Structural Engineering (ASCE), v. 134, n. 9 (September 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:9(1425)

  21. White, Donald W. (2008): Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members: Overview. In: Journal of Structural Engineering (ASCE), v. 134, n. 9 (September 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:9(1405)

  22. White, Donald W. / Barker, Michael G. / Azizinamini, Atorod (2008): Shear Strength and Moment-Shear Interaction in Transversely Stiffened Steel I-Girders. In: Journal of Structural Engineering (ASCE), v. 134, n. 9 (September 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:9(1437)

  23. White, Donald W. / Duk Kim, Yoon (2008): Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members: Moment Gradient Tests. In: Journal of Structural Engineering (ASCE), v. 134, n. 9 (September 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:9(1471)

  24. White, Donald W. / Jung, Se-Kwon (2008): Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members: Uniform Bending Tests. In: Journal of Structural Engineering (ASCE), v. 134, n. 9 (September 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:9(1450)

  25. Kim, Sang-Cheol / White, Donald W. (2004): Linear static analysis of low-rise buildings with flexible diaphragms using the structural separation method. In: Engineering Structures, v. 26, n. 1 (January 2004).

    https://doi.org/10.1016/j.engstruct.2003.08.013

  26. Duk Kim, Yoon / Jung, Se-Kwon / White, Donald W. (2007): Transverse Stiffener Requirements in Straight and Horizontally Curved Steel I-Girders. In: Journal of Bridge Engineering (ASCE), v. 12, n. 2 (March 2007).

    https://doi.org/10.1061/(asce)1084-0702(2007)12:2(174)

  27. Subramanian, Lakshmi / White, Donald W. (2017): Improved Noncompact Web-Slenderness Limit for Steel I-Girders. In: Journal of Structural Engineering (ASCE), v. 143, n. 4 (April 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001722

  28. Subramanian, Lakshmi / White, Donald W. (2017): Reassessment of the Lateral Torsional Buckling Resistance of Rolled I-Section Members: Moment Gradient Tests. In: Journal of Structural Engineering (ASCE), v. 143, n. 4 (April 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001687

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