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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
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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
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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 (Januar 2006).
https://doi.org/10.1177/0361198106197600105
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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 Januar 2023).
https://doi.org/10.3233/brs-220201
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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
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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 (Mai 2001).
https://doi.org/10.1016/s0263-8223(01)00034-4
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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 Juli 2020).
https://doi.org/10.3233/brs-200168
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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 (März 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 (Januar 2000).
https://doi.org/10.1016/s0143-974x(99)00037-1
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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. In: Journal of Constructional Steel Research, v. 61, n. 10 (Oktober 2005).
https://doi.org/10.1016/j.jcsr.2005.03.002
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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 (Dezember 2007).
https://doi.org/10.1016/j.engstruct.2007.08.025
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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. In: Engineering Structures, v. 20, n. 8 (August 1998).
https://doi.org/10.1016/s0141-0296(97)00087-4
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Barker, Michael G. / Barth, Karl E. (2013): Improved Serviceability Criteria for Steel Girder Bridges. In: Journal of Bridge Engineering (ASCE), v. 18, n. 7 (Juli 2013).
https://doi.org/10.1061/(asce)be.1943-5592.0000402
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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 (Mai 2004).
https://doi.org/10.1061/(asce)1084-0702(2004)9:3(259)
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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 (Mai 2004).
https://doi.org/10.1061/(asce)1084-0702(2004)9:3(230)
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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 (Juli 2009).
https://doi.org/10.1061/(asce)1084-0702(2009)14:4(238)
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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 (Mai 2007).
https://doi.org/10.1061/(asce)1084-0702(2007)12:3(380)
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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)
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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 (Juli 2007).
https://doi.org/10.1061/(asce)1084-0702(2007)12:4(456)
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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