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

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

  2. Earls, Christopher J. (2003): Design of Single Angles Bent About the Major Principal Axis. In: Engineering Journal, v. 40, n. 3 (September 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. Presented at: 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. In: Steel and Composite Structures, v. 10, n. 5 (September 2010).

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

  5. Earls, Christopher J. (2001): Single angle geometric axis flexure. In: Journal of Constructional Steel Research, v. 57, n. 6 (June 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. In: Journal of Constructional Steel Research, v. 57, n. 6 (June 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. In: Journal of Constructional Steel Research, v. 57, n. 7 (July 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. In: Computers & Structures, v. 89, n. 23-24 (December 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. In: Computers & Structures, v. 89, n. 23-24 (December 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. In: Journal of Structural Engineering (ASCE), v. 126, n. 7 (July 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. In: Journal of Structural Engineering (ASCE), v. 126, n. 11 (November 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. In: Practice Periodical on Structural Design and Construction, v. 9, n. 1 (February 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. In: Journal of Bridge Engineering (ASCE), v. 11, n. 4 (July 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. In: Journal of Structural Engineering (ASCE), v. 127, n. 6 (June 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. In: Journal of Bridge Engineering (ASCE), v. 9, n. 2 (March 2004).

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

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