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Publicité

Karl E. Barth

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. Clingenpeel, Beth F. / Barth, Karl E. (2003): Design Optimization Study of a Three-Span Continuous Bridge Using HPS70W. Dans: Engineering Journal, v. 40, n. 3 (septembre 2003).

    https://doi.org/10.62913/engj.v40i3.809

  2. Barth, Karl E. / Orbison, James G. / Bartels, Peter A. (2002): Influence of Bolt-Line Eccentricity on WT Tension Member Capacity. Dans: Engineering Journal, v. 39, n. 3 (septembre 2002).

    https://doi.org/10.62913/engj.v39i3.783

  3. Barker, Michael G. / Barth, Karl E. (2006): Field Testing Serviceability Performance of Missouri's First High-Performance Steel Bridge. Dans: Transportation Research Record: Journal of the Transportation Research Board, v. 1976, n. 1 (janvier 2006).

    https://doi.org/10.1177/0361198106197600105

  4. Barth, Karl E. / Michaelson, Gregory K. / Tennant, Robert M. / Woldegabriel, Brook (2023): Experimental assessment of link slabs in continuous span applications of press-brake-formed tub girders. Dans: Bridge Structures, v. 18, n. 3-4 (6 janvier 2023).

    https://doi.org/10.3233/brs-220201

  5. Nicholas, Thomas / Barth, Karl E. / Boyajian, David M. (2010): A Simplified Approach to Bridge Substructure Design. Dans: Geotechnical and Geological Engineering, v. 29, n. 1 (3 novembre 2010).

    https://doi.org/10.1007/s10706-010-9368-7

  6. Davalos, Julio F. / Qiao, Pizhong / Frank Xu, X. / Robinson, Justin / Barth, Karl E. (2001): Modeling and characterization of fiber-reinforced plastic honeycomb sandwich panels for highway bridge applications. Dans: Composite Structures, v. 52, n. 3-4 (mai 2001).

    https://doi.org/10.1016/s0263-8223(01)00034-4

  7. Barth, Karl E. / Michaelson, Gregory K. / Tennant, Robert M. (2020): Fatigue performance of singular and modular press-brake-formed steel tub girders. Dans: Bridge Structures, v. 16, n. 1 (9 juillet 2020).

    https://doi.org/10.3233/brs-200168

  8. 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

  9. 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

  10. 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

  11. Barth, Karl E. / Wu, Haiyong (2007): Development of improved natural frequency equations for continuous span steel I-girder bridges. Dans: Engineering Structures, v. 29, n. 12 (décembre 2007).

    https://doi.org/10.1016/j.engstruct.2007.08.025

  12. 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

  13. Barker, Michael G. / Barth, Karl E. (2013): Improved Serviceability Criteria for Steel Girder Bridges. Dans: Journal of Bridge Engineering (ASCE), v. 18, n. 7 (juillet 2013).

    https://doi.org/10.1061/(asce)be.1943-5592.0000402

  14. Roeder, Charles W. / Barth, Karl E. / Bergman, Adam (2004): Effect of Live-Load Deflections on Steel Bridge Performance. Dans: Journal of Bridge Engineering (ASCE), v. 9, n. 3 (mai 2004).

    https://doi.org/10.1061/(asce)1084-0702(2004)9:3(259)

  15. 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)

  16. Barth, Karl E. / Roberts, Nicholas R. (2009): Flexural Capacity of Compact Composite I-Girders in Positive Bending. Dans: Journal of Bridge Engineering (ASCE), v. 14, n. 4 (juillet 2009).

    https://doi.org/10.1061/(asce)1084-0702(2009)14:4(238)

  17. Barth, Karl E. / Righman, Jennifer E. / Freeman, Lora B. (2007): Assessment of AASHTO LRFD Specifications for Hybrid HPS 690W Steel I-Girders. Dans: Journal of Bridge Engineering (ASCE), v. 12, n. 3 (mai 2007).

    https://doi.org/10.1061/(asce)1084-0702(2007)12:3(380)

  18. Orbison, James G. / Barth, Karl E. / Bartels, Peter A. (2002): Net Section Rupture in Tension Members with Connection Eccentricity. Dans: Journal of Structural Engineering (ASCE), v. 128, n. 8 (août 2002).

    https://doi.org/10.1061/(asce)0733-9445(2002)128:8(976)

  19. Barth, Karl E. / Yang, Lili / Righman, Jennifer (2007): Simplified Moment Redistribution of Hybrid HPS 485W Bridge Girders in Negative Bending. Dans: Journal of Bridge Engineering (ASCE), v. 12, n. 4 (juillet 2007).

    https://doi.org/10.1061/(asce)1084-0702(2007)12:4(456)

  20. Barth, Karl E. / Michaelson, Gregory K. / Barker, Michael G. (2015): Development and Experimental Validation of Composite Press Brake–Formed Modular Steel Tub Girders for Short-Span Bridges. Dans: Journal of Bridge Engineering (ASCE), v. 20, n. 11 (novembre 2015).

    https://doi.org/10.1061/(asce)be.1943-5592.0000770

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