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Christopher 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. Earls, Christopher J. (2003): Proposed Equal Leg Single Angle Flexural Design Provisions for Consideration in the Development of Future AISC Specification Editions. Dans: Engineering Journal, v. 40, n. 3 (septembre 2003).

    https://doi.org/10.62913/engj.v40i3.807

  2. Earls, Christopher J. (2003): Design of Single Angles Bent About the Major Principal Axis. Dans: Engineering Journal, v. 40, n. 3 (septembre 2003).

    https://doi.org/10.62913/engj.v40i3.808

  3. Chavel, W. Brandon / Earls, Christopher J. (2005): Inconsistent Detailing of Cross-frame Members in Horizontally Curved Steel I-Girder Bridges. Présenté pendant: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005.

    https://doi.org/10.1061/40753(171)34

  4. Guzas, Emily L. / Earls, Christopher J. (2010): Air blast load generation for simulating structural response. Dans: Steel and Composite Structures, v. 10, n. 5 (septembre 2010).

    https://doi.org/10.12989/scs.2010.10.5.429

  5. Earls, Christopher J. (2001): Single angle geometric axis flexure. Dans: Journal of Constructional Steel Research, v. 57, n. 6 (juin 2001).

    https://doi.org/10.1016/s0143-974x(01)00006-2

  6. Earls, Christopher J. (2001): Single angle geometric axis flexure I. Background and model verification. Dans: Journal of Constructional Steel Research, v. 57, n. 6 (juin 2001).

    https://doi.org/10.1016/s0143-974x(01)00005-0

  7. Earls, Christopher J. (2001): Constant moment behavior of high-performance steel I-shaped beams. Dans: Journal of Constructional Steel Research, v. 57, n. 7 (juillet 2001).

    https://doi.org/10.1016/s0143-974x(01)00012-8

  8. Guzas, Emily L. / Earls, Christopher J. (2011): Simulating blast effects on steel beam-column members: Applications. Dans: Computers & Structures, v. 89, n. 23-24 (décembre 2011).

    https://doi.org/10.1016/j.compstruc.2011.08.015

  9. Guzas, Emily L. / Earls, Christopher J. (2011): Simulating blast effects on steel beam-column members: Methods. Dans: Computers & Structures, v. 89, n. 23-24 (décembre 2011).

    https://doi.org/10.1016/j.compstruc.2011.08.014

  10. Earls, Christopher J. (2000): Geometric Factors Influencing Structural Ductility in Compact I-Shaped Beams. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 7 (juillet 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:7(780)

  11. Earls, Christopher J. (2000): Influence of Material Effects on Structural Ductility of Compact I-Shaped Beams. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 11 (novembre 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:11(1268)

  12. Chaklos, Joseph M. / Yulismana, Wahyu / Earls, Christopher J. (2004): Concrete-Steel Interfacial Bond Strength in Composite Flooring: Shoring and Form Removal. Dans: Practice Periodical on Structural Design and Construction, v. 9, n. 1 (février 2004).

    https://doi.org/10.1061/(asce)1084-0680(2004)9:1(9)

  13. Moses, Jonathan P. / Harries, Kent A. / Earls, Christopher J. / Yulismana, Wahyu (2006): Evaluation of Effective Width and Distribution Factors for GFRP Bridge Decks Supported on Steel Girders. Dans: Journal of Bridge Engineering (ASCE), v. 11, n. 4 (juillet 2006).

    https://doi.org/10.1061/(asce)1084-0702(2006)11:4(401)

  14. Earls, Christopher J. (2001): Single Angle Geometric Axis Flexural Compactness Criteria: Horizontal Leg Tension. Dans: Journal of Structural Engineering (ASCE), v. 127, n. 6 (juin 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:6(616)

  15. Earls, Christopher J. / Johnston, Thomas R. (2004): Behavior of Field Splice Details in Precast Concrete-Filled Steel Grid Bridge Deck. Dans: Journal of Bridge Engineering (ASCE), v. 9, n. 2 (mars 2004).

    https://doi.org/10.1061/(asce)1084-0702(2004)9:2(127)

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