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Publicité

Donald W. White ORCID

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. 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. Dans: Engineering Journal, v. 44, n. 4 (décembre 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. Dans: Engineering Journal, v. 39, n. 1 (mars 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. Dans: Journal of Constructional Steel Research, v. 217 (juin 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. Dans: Journal of Structural Engineering (ASCE), v. 148, n. 11 (novembre 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. Dans: Journal of Bridge Engineering (ASCE), v. 27, n. 10 (octobre 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. Présenté pendant: 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. Dans: Sustainable and Resilient Infrastructure, v. 2, n. 1 (janvier 2017).

    https://doi.org/10.1080/23789689.2017.1278993

  8. White, Donald W. (1993): Plastic-Hinge methods for advanced analysis of steel frames. Dans: Journal of Constructional Steel Research, v. 24, n. 2 (janvier 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. Dans: Journal of Constructional Steel Research, v. 45, n. 3 (mars 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. Dans: Journal of Constructional Steel Research, v. 53, n. 1 (janvier 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. Dans: Journal of Constructional Steel Research, v. 62, n. 4 (avril 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. Dans: Journal of Constructional Steel Research, v. 128 (janvier 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. Dans: Engineering Structures, v. 17, n. 2 (février 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. Dans: Engineering Structures, v. 26, n. 14 (décembre 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. Dans: Engineering Structures, v. 22, n. 2 (février 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. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 3 (mars 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. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 3 (mars 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. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 4 (avril 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. Dans: Journal of Bridge Engineering (ASCE), v. 9, n. 3 (mai 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. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 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. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 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. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 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. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 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. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 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. Dans: Engineering Structures, v. 26, n. 1 (janvier 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. Dans: Journal of Bridge Engineering (ASCE), v. 12, n. 2 (mars 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. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 4 (avril 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. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 4 (avril 2017).

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

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