0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

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

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

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

  2. Earls, C. J. (2001): Compactness and Bracing Recommendations for Equal Leg Single Angle Beams. In: Engineering Journal, v. 38, n. 4 (Dezember 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. In: Engineering Journal, v. 44, n. 1 (März 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. In: Engineering Journal, v. 42, n. 2 (Juni 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. In: Engineering Journal, v. 35, n. 1 (März 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. In: 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. In: Steel and Composite Structures, v. 6, n. 2 (April 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. In: Steel and Composite Structures, v. 6, n. 4 (August 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. In: Steel and Composite Structures, v. 5, n. 1 (Februar 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. In: Journal of Constructional Steel Research, v. 43, n. 1-3 (Juli 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. In: Journal of Constructional Steel Research, v. 49, n. 1 (Januar 1999).

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

  12. 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

  13. 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

  14. 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

  15. 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

  16. 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

  17. 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)

  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. In: Journal of Composites for Construction, v. 8, n. 4 (August 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. In: Journal of Bridge Engineering (ASCE), v. 11, n. 1 (Januar 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. In: Journal of Bridge Engineering (ASCE), v. 11, n. 1 (Januar 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. In: Journal of Structural Engineering (ASCE), v. 129, n. 12 (Dezember 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. In: Journal of Structural Engineering (ASCE), v. 129, n. 12 (Dezember 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. In: Journal of Structural Engineering (ASCE), v. 132, n. 7 (Juli 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. In: Journal of Bridge Engineering (ASCE), v. 9, n. 5 (September 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. In: Journal of Structural Engineering (ASCE), v. 133, n. 3 (März 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. In: Journal of Bridge Engineering (ASCE), v. 12, n. 4 (Juli 2007).

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

Eine Veröffentlichung suchen...

Nur verfügbar mit
Mein Structurae

Volltext
Structurae kooperiert mit
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine