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Publicité

C. J. Earls

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Miller, B. S. / Earls, C. J. (2005): On Moment Capacity and Flexural Ductility in Doubly Symmetric Web-Tapered I-Girders. Dans: Engineering Journal, v. 42, n. 3 (septembre 2005).

    https://doi.org/10.62913/engj.v42i3.857

  2. Earls, C. J. (2001): Compactness and Bracing Recommendations for Equal Leg Single Angle Beams. Dans: Engineering Journal, v. 38, n. 4 (décembre 2001).

    https://doi.org/10.62913/engj.v38i4.762

  3. Earls, C. J. / Keelor, D. Christian (2007): Toward the Simplified Design of Single-Angle Beam-Columns. Dans: Engineering Journal, v. 44, n. 1 (mars 2007).

    https://doi.org/10.62913/engj.v44i1.895

  4. Earls, C. J. / Volle, L. E. (2005): Yielding Limit State of Tee Stems in Flexural Compression. Dans: Engineering Journal, v. 42, n. 2 (juin 2005).

    https://doi.org/10.62913/engj.v42i2.850

  5. Earls, C. J. / Galambos, Theodore V. (1998): Practical Compactness and Bracing Provisions for the Design of Single Angle Beams. Dans: Engineering Journal, v. 35, n. 1 (mars 1998).

    https://doi.org/10.62913/engj.v35i1.692

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

  18. 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. Dans: Journal of Composites for Construction, v. 8, n. 4 (août 2004).

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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