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Slein, Ryan / Kamath, Ajit M. / Phillips, Matthew / Toğay, Oğuzhan / Sherman, Ryan J. / White, Donald W. (2024): Flexural resistance of thin-web singly-symmetric steel I-sections exhibiting early tension flange yielding. Dans: Journal of Constructional Steel Research, v. 221 (octobre 2024).
https://doi.org/10.1016/j.jcsr.2024.108831
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Latif, Wajahat / White, Donald W. (2022): Flange Local Buckling Resistance and Local–Global Buckling Interaction in Slender-Flange Welded I-Section Beams. Dans: Engineering Journal, v. 59, n. 2 (juin 2022).
https://doi.org/10.62913/engj.v59i2.1187
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White, Donald W. / Surovek, Andrea / Chang, Ching-Jen (2007): Direct Analysis and Design Using Amplified First-Order Analysis Part II: Moment Frames and General Framing Systems. Dans: Engineering Journal, v. 44, n. 4 (décembre 2007).
https://doi.org/10.62913/engj.v44i4.920
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White, Donald W. / Surovek, Andrea / Kim, Sang-Cheol (2007): Direct Analysis and Design Using Amplified First-Order Analysis Part I: Combined Braced and Gravity Framing Systems. Dans: Engineering Journal, v. 44, n. 4 (décembre 2007).
https://doi.org/10.62913/engj.v44i4.921
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Slein, Ryan / Jeong, Woo Yong / White, Donald W. (2022): A Critical Evaluation of Moment Gradient (Cb) Factror Calculation Procedures for Singly Symmetric I-Section Members. Dans: Engineering Journal, v. 59, n. 4 (décembre 2022).
https://doi.org/10.62913/engj.v59i4.1304
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Subramanian, Lakshmi / Jeong, Woo Yong / Yellepeddi, Raja / White, Donald W. (2018): Assessment of I-Section Member LTB Resistances Considering Experimental Test Data and Practical Inelastic Buckling Design Calculations. Dans: Engineering Journal, v. 55, n. 1 (mars 2018).
https://doi.org/10.62913/engj.v55i1.1125
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White, Donald W. / Hajjar, Jerome F. (1991): Application of Second-Order Elastic Analysis in LRFD: Research to Practice. Dans: Engineering Journal, v. 28, n. 4 (décembre 1991).
https://doi.org/10.62913/engj.v28i4.579
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Hajjar, Jerome F. / White, Donald W. (1994): The Accuracy of Column Stability Calculations in Unbraced Frames and the Influence of Columns with Effective Length Factors Less Than One. Dans: Engineering Journal, v. 31, n. 3 (septembre 1994).
https://doi.org/10.62913/engj.v31i3.629
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Phillips, Matthew / Slein, Ryan / Sherman, Ryan J. / White, Donald W. (2023): Experimental investigation of doubly-symmetric built-up I–girders subjected to high moment gradient. Dans: Engineering Structures, v. 283 (mai 2023).
https://doi.org/10.1016/j.engstruct.2023.115724
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Slein, Ryan / Kamath, Ajit M. / Phillips, Matthew / Sherman, Ryan J. / Scott, David W. / White, Donald W. (2023): Experimental and analytical assessment of LTB resistance of built-up steel I-section members. Dans: Journal of Constructional Steel Research, v. 204 (mai 2023).
https://doi.org/10.1016/j.jcsr.2022.107771
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White, Donald W. / Slein, Ryan / Toğay, Oğuzhan (2020): Advancements in the stability design of steel frames considering general non‐prismatic members. Extended Keynote of SDSS 2019. Dans: Steel Construction, v. 13, n. 1 (février 2020).
https://doi.org/10.1002/stco.201900048
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White, Donald W. (1996): Comprehensive performance assessment of building structural systems: research to practice. Dans: Engineering Structures, v. 18, n. 10 (octobre 1996).
https://doi.org/10.1016/0141-0296(96)00004-1
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White, Donald W. / Hajjar, Jerome F. (1997): Buckling models and stability design of steel frames: a unified approach. Dans: Journal of Constructional Steel Research, v. 42, n. 3 (juin 1997).
https://doi.org/10.1016/s0143-974x(97)00014-x
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White, Donald W. / Hajjar, Jerome F. (1997): Accuracy and simplicity of alternative procedures for stability design of steel frames. Dans: Journal of Constructional Steel Research, v. 42, n. 3 (juin 1997).
https://doi.org/10.1016/s0143-974x(97)00015-1
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Barth, Karl E. / White, Donald W. / Righman, Jennifer E. / Yang, Lili (2005): Evaluation of web compactness limits for singly and doubly symmetric steel I-girders. Dans: Journal of Constructional Steel Research, v. 61, n. 10 (octobre 2005).
https://doi.org/10.1016/j.jcsr.2005.03.002
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Bakhtiary, Esmaeel / Lee, Seo-Hun / Scott, David W. / Stewart, Lauren K. / White, Donald W. (2017): Evaluation of Guardrail Posts Installed in Asphalt Mow Strips by Static Finite Element Simulation. Dans: Open Journal of Civil Engineering, v. 7, n. 1 ( 2017).
https://doi.org/10.4236/ojce.2017.71009
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Moni, Sheloney / White, Donald W. (1996): FrameView: Object-Oriented Visualization System for Frame Analysis. Dans: Journal of Computing in Civil Engineering, v. 10, n. 4 (octobre 1996).
https://doi.org/10.1061/(asce)0887-3801(1996)10:4(276)
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White, Donald W. / Jeong, Woo Yong / Toğay, Oğuzhan (2016): Comprehensive stability design of planar steel members and framing systems via inelastic buckling analysis. Dans: International Journal of Steel Structures, v. 16, n. 4 ( 2016).
https://doi.org/10.1007/s13296-016-0070-3
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White, Donald W. / Jung, Se-Kwon (2007): Effect of web distortion on the buckling strength of noncomposite discretely-braced steel I-section members. Dans: Engineering Structures, v. 29, n. 8 (août 2007).
https://doi.org/10.1016/j.engstruct.2006.09.020
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Barth, Karl E. / White, Donald W. (1998): Finite element evaluation of pier moment-rotation characteristics in continuous-span steel I Girders. Dans: Engineering Structures, v. 20, n. 8 (août 1998).
https://doi.org/10.1016/s0141-0296(97)00087-4
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Chang, Ching-Jen / White, Donald W. (2008): An assessment of modeling strategies for composite curved steel I-girder bridges. Dans: Engineering Structures, v. 30, n. 11 (novembre 2008).
https://doi.org/10.1016/j.engstruct.2008.04.011
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Teh, Lip H. / Hsiao, Kuo-Mo / White, Donald W. / Ziemian, Ronald D. / Chan, Siu-Lai / Gu, Jian-Xin (2001): Exact Tangent Stiffness for Imperfect Beam-Column Members. Dans: Journal of Structural Engineering (ASCE), v. 127, n. 12 (décembre 2001).
https://doi.org/10.1061/(asce)0733-9445(2001)127:12(1490)
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Surovek-Maleck, Andrea E. / White, Donald W. (2004): Alternative Approaches for Elastic Analysis and Design of Steel Frames. I: Overview. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 8 (août 2004).
https://doi.org/10.1061/(asce)0733-9445(2004)130:8(1186)
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Surovek-Maleck, Andrea E. / White, Donald W. (2004): Alternative Approaches for Elastic Analysis and Design of Steel Frames. II: Verification Studies. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 8 (août 2004).
https://doi.org/10.1061/(asce)0733-9445(2004)130:8(1197)
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Alemdar, Bülent N. / White, Donald W. (2005): Displacement, Flexibility, and Mixed Beam–Column Finite Element Formulations for Distributed Plasticity Analysis. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 12 (décembre 2005).
https://doi.org/10.1061/(asce)0733-9445(2005)131:12(1811)
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Eröz, Murat / White, Donald W. / DesRoches, Reginald (2008): Direct Analysis and Design of Steel Frames Accounting for Partially Restrained Column Base Conditions. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 2008).
https://doi.org/10.1061/(asce)0733-9445(2008)134:9(1508)
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Subramanian, Lakshmi / White, Donald W. (2017): Flexural Resistance of Longitudinally Stiffened I-Girders. I: Yield Limit State. Dans: Journal of Bridge Engineering (ASCE), v. 22, n. 1 (janvier 2017).
https://doi.org/10.1061/(asce)be.1943-5592.0000975
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Subramanian, Lakshmi / White, Donald W. (2017): Flexural Resistance of Longitudinally Stiffened I-Girders. II: LTB and FLB Limit States. Dans: Journal of Bridge Engineering (ASCE), v. 22, n. 1 (janvier 2017).
https://doi.org/10.1061/(asce)be.1943-5592.0000976
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White, Donald W. / Hajjar, Jerome F. (1997): Design of steel frames without consideration of effective length. Dans: Engineering Structures, v. 19, n. 10 (octobre 1997).
https://doi.org/10.1016/s0141-0296(97)00161-2
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Surovek, Andrea E. / White, Donald W. / leon, Roberto T. (2005): Direct Analysis for Design Evaluation of Partially Restrained Steel Framing Systems. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 9 (septembre 2005).
https://doi.org/10.1061/(asce)0733-9445(2005)131:9(1376)