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C. J. Earls

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. Stull, C. J. / Earls, C. J. (2009): A rapid assessment methodology for bridges damaged by truck strikes. In: Steel and Composite Structures, v. 9, n. 3 (May 2009).

    https://doi.org/10.12989/scs.2009.9.3.223

  2. Kozy, B. / Boyle, R. / Earls, C. J. (2006): Chord bearing capacity in long-span tubular trusses. In: Steel and Composite Structures, v. 6, n. 2 (April 2006).

    https://doi.org/10.12989/scs.2006.6.2.103

  3. Aktas, M. / Earls, C. J. (2006): I-section flange compactness under minor axis flexure. In: Steel and Composite Structures, v. 6, n. 4 (August 2006).

    https://doi.org/10.12989/scs.2006.6.4.335

  4. Kozy, B. / Earls, C. J. (2005): Finite element modeling of tubular truss bearings. In: Steel and Composite Structures, v. 5, n. 1 (February 2005).

    https://doi.org/10.12989/scs.2005.5.1.049

  5. Earls, C. J. / Galambos, T. V. (1997): Design recommendations for equal leg single angle flexural members. In: Journal of Constructional Steel Research, v. 43, n. 1-3 (July 1997).

    https://doi.org/10.1016/s0143-974x(97)00029-1

  6. Earls, C. J. (1999): On the inelastic failure of high strength steel I-shaped beams. In: Journal of Constructional Steel Research, v. 49, n. 1 (January 1999).

    https://doi.org/10.1016/s0143-974x(98)00204-1

  7. Earls, C. J. (1999): Effects of material property stratification and residual stresses on single angle flexural ductility. In: Journal of Constructional Steel Research, v. 51, n. 2 (August 1999).

    https://doi.org/10.1016/s0143-974x(99)00024-3

  8. Earls, C. J. (1999): On single angle major axis flexure. In: Journal of Constructional Steel Research, v. 51, n. 2 (August 1999).

    https://doi.org/10.1016/s0143-974x(99)00023-1

  9. Earls, C. J. (2001): Geometric axis compactness criteria for equal leg angles: horizontal leg compression. In: Journal of Constructional Steel Research, v. 57, n. 4 (April 2001).

    https://doi.org/10.1016/s0143-974x(00)00026-2

  10. Earls, C. J. / Shah, B. J. (2002): High performance steel bridge girder compactness. In: Journal of Constructional Steel Research, v. 58, n. 5-8 (January 2002).

    https://doi.org/10.1016/s0143-974x(01)00086-4

  11. Earls, C. J. (2002): On the notion of effective length for single angle geometric axis flexure. In: Journal of Constructional Steel Research, v. 58, n. 9 (September 2002).

    https://doi.org/10.1016/s0143-974x(01)00074-8

  12. Accord, N. B. / Earls, C. J. (2006): Use of Fiber-Reinforced Polymer Composite Elements to Enhance Structural Steel Member Ductility. In: Journal of Composites for Construction, v. 10, n. 4 (August 2006).

    https://doi.org/10.1061/(asce)1090-0268(2006)10:4(337)

  13. Keelor, D. C. / Luo, Y. / Earls, C. J. / Yulismana, W. (2004): Service Load Effective Compression Flange Width in Fiber Reinforced Polymer Deck Systems Acting Compositely with Steel Stringers. In: Journal of Composites for Construction, v. 8, n. 4 (August 2004).

    https://doi.org/10.1061/(asce)1090-0268(2004)8:4(289)

  14. Chavel, B. W. / Earls, C. J. (2006): Construction of a Horizontally Curved Steel I-Girder Bridge. Part II: Inconsistent Detailing. In: Journal of Bridge Engineering (ASCE), v. 11, n. 1 (January 2006).

    https://doi.org/10.1061/(asce)1084-0702(2006)11:1(91)

  15. Chavel, B. W. / Earls, C. J. (2006): Construction of a Horizontally Curved Steel I-Girder Bridge. Part I: Erection Sequence. In: Journal of Bridge Engineering (ASCE), v. 11, n. 1 (January 2006).

    https://doi.org/10.1061/(asce)1084-0702(2006)11:1(81)

  16. Thomas, S. J. / Earls, C. J. (2003): Cross-Sectional Compactness and Bracing Requirements for HPS483W Girders. In: Journal of Structural Engineering (ASCE), v. 129, n. 12 (December 2003).

    https://doi.org/10.1061/(asce)0733-9445(2003)129:12(1569)

  17. Greco, N. / Earls, C. J. (2003): Structural Ductility in Hybrid High Performance Steel Beams. In: Journal of Structural Engineering (ASCE), v. 129, n. 12 (December 2003).

    https://doi.org/10.1061/(asce)0733-9445(2003)129:12(1584)

  18. Aktas, M. / Earls, C. J. (2006): Minor Axis Moment-Thrust Response Behavior in Steel I-Shaped Members. In: Journal of Structural Engineering (ASCE), v. 132, n. 7 (July 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:7(1079)

  19. Claybaugh, B. G. / Earls, C. J. / Ahmadi, A. K. (2004): Fatigue and Strength Performance of Concrete-Filled Steel-Grid Bridge Deck. In: Journal of Bridge Engineering (ASCE), v. 9, n. 5 (September 2004).

    https://doi.org/10.1061/(asce)1084-0702(2004)9:5(435)

  20. Kozy, B. / Earls, C. J. (2007): Bearing Capacity in Long-Span Tubular Truss Chords. In: Journal of Structural Engineering (ASCE), v. 133, n. 3 (March 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:3(356)

  21. Howell, T. D. / Earls, C. J. (2007): Curved Steel I-Girder Bridge Response during Construction Loading: Effects of Web Plumbness. In: Journal of Bridge Engineering (ASCE), v. 12, n. 4 (July 2007).

    https://doi.org/10.1061/(asce)1084-0702(2007)12:4(485)

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