Karl E. Barth
- 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). (2023):
- A Simplified Approach to Bridge Substructure Design. In: Geotechnical and Geological Engineering, v. 29, n. 1 (3 November 2010). (2010):
- Modeling and characterization of fiber-reinforced plastic honeycomb sandwich panels for highway bridge applications. In: Composite Structures, v. 52, n. 3-4 (Mai 2001). (2001):
- Fatigue performance of singular and modular press-brake-formed steel tub girders. In: Bridge Structures, v. 16, n. 1 (9 Juli 2020). (2020):
- Strength and ductility of compact-flange I-girders in negative bending. In: Journal of Constructional Steel Research, v. 45, n. 3 (März 1998). (1998):
- Negative bending resistance of HPS70W girders. In: Journal of Constructional Steel Research, v. 53, n. 1 (Januar 2000). (2000):
- 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). (2005):
- Development of improved natural frequency equations for continuous span steel I-girder bridges. In: Engineering Structures, v. 29, n. 12 (Dezember 2007). (2007):
- Finite element evaluation of pier moment-rotation characteristics in continuous-span steel I Girders. In: Engineering Structures, v. 20, n. 8 (August 1998). (1998):
- Improved Serviceability Criteria for Steel Girder Bridges. In: Journal of Bridge Engineering (ASCE), v. 18, n. 7 (Juli 2013). (2013):
- Effect of Live-Load Deflections on Steel Bridge Performance. In: Journal of Bridge Engineering (ASCE), v. 9, n. 3 (Mai 2004). (2004):
- Recommended Procedures for Simplified Inelastic Design of Steel I-Girder Bridges. In: Journal of Bridge Engineering (ASCE), v. 9, n. 3 (Mai 2004). (2004):
- Flexural Capacity of Compact Composite I-Girders in Positive Bending. In: Journal of Bridge Engineering (ASCE), v. 14, n. 4 (Juli 2009). (2009):
- Assessment of AASHTO LRFD Specifications for Hybrid HPS 690W Steel I-Girders. In: Journal of Bridge Engineering (ASCE), v. 12, n. 3 (Mai 2007). (2007):
- Net Section Rupture in Tension Members with Connection Eccentricity. In: Journal of Structural Engineering (ASCE), v. 128, n. 8 (August 2002). (2002):
- Simplified Moment Redistribution of Hybrid HPS 485W Bridge Girders in Negative Bending. In: Journal of Bridge Engineering (ASCE), v. 12, n. 4 (Juli 2007). (2007):
- 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). (2015):