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Karl E. Barth

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. Clingenpeel, Beth F. / Barth, Karl E. (2003): Design Optimization Study of a Three-Span Continuous Bridge Using HPS70W. In: Engineering Journal, v. 40, n. 3 (September 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. In: Engineering Journal, v. 39, n. 3 (September 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. In: Transportation Research Record: Journal of the Transportation Research Board, v. 1976, n. 1 (January 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. In: Bridge Structures, v. 18, n. 3-4 (6 January 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. In: Geotechnical and Geological Engineering, v. 29, n. 1 (3 November 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. In: Composite Structures, v. 52, n. 3-4 (May 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. In: Bridge Structures, v. 16, n. 1 (9 July 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. In: Journal of Constructional Steel Research, v. 45, n. 3 (March 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. In: Journal of Constructional Steel Research, v. 53, n. 1 (January 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. In: Journal of Constructional Steel Research, v. 61, n. 10 (October 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. In: Engineering Structures, v. 29, n. 12 (December 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. In: Engineering Structures, v. 20, n. 8 (August 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. In: Journal of Bridge Engineering (ASCE), v. 18, n. 7 (July 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. In: Journal of Bridge Engineering (ASCE), v. 9, n. 3 (May 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. In: Journal of Bridge Engineering (ASCE), v. 9, n. 3 (May 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. In: Journal of Bridge Engineering (ASCE), v. 14, n. 4 (July 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. In: Journal of Bridge Engineering (ASCE), v. 12, n. 3 (May 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. In: Journal of Structural Engineering (ASCE), v. 128, n. 8 (August 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. In: Journal of Bridge Engineering (ASCE), v. 12, n. 4 (July 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. In: Journal of Bridge Engineering (ASCE), v. 20, n. 11 (November 2015).

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

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