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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)
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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)
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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)
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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)
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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)
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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)
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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
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Sanchez, T. Andres / White, Donald W. (2017): Improved 2D-Grid Construction Analysis of Curved and Skewed Steel I-Girder Bridges. In: Journal of Bridge Engineering (ASCE), v. 22, n. 9 (September 2017).
https://doi.org/10.1061/(asce)be.1943-5592.0001068
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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)
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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
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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