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C. J. Earls

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (Mai 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 (Februar 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 (Juli 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 (Januar 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 (Januar 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 (Januar 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 (Januar 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 (Dezember 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 (Dezember 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 (Juli 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 (März 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 (Juli 2007).

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

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