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Charles G. Schilling

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. Schilling, Charles G. (1981): End Effects for Residual Stresses in Bars. Dans: Journal of the Engineering Mechanics Division (ASCE), v. 107, n. 5 (octobre 1981).

    https://doi.org/10.1061/jmcea3.0002748

  2. Schilling, Charles G. / Klippstein, Karl H. (1977): Fatigue of Steel Beams by Simulated Bridge Traffic. Dans: Journal of the Structural Division (ASCE), v. 103, n. 8 (août 1977).

    https://doi.org/10.1061/jsdeag.0004694

  3. Frost, Ronald W. / Schilling, Charles G. (1964): Behavior of Hybrid Beams Subjected to Static Loads. Dans: Journal of the Structural Division (ASCE), v. 90, n. 3 (juin 1964).

    https://doi.org/10.1061/jsdeag.0001109

  4. Schilling, Charles G. (1965): Buckling Strength of Circular Tubes. Dans: Journal of the Structural Division (ASCE), v. 91, n. 5 (octobre 1965).

    https://doi.org/10.1061/jsdeag.0001335

  5. Schilling, Charles G. (1967): Web Crippling Tests on Hybrid Beams. Dans: Journal of the Structural Division (ASCE), v. 93, n. 1 (février 1967).

    https://doi.org/10.1061/jsdeag.0001624

  6. Schilling, Charles G. (1968): Bending Behavior of Composite Hybrid Beams. Dans: Journal of the Structural Division (ASCE), v. 94, n. 8 (août 1968).

    https://doi.org/10.1061/jsdeag.0002038

  7. Schilling, Charles G. (1974): Optimum Properties for I-Shaped Beams. Dans: Journal of the Structural Division (ASCE), v. 100, n. 12 (décembre 1974).

    https://doi.org/10.1061/jsdeag.0003945

  8. Schilling, Charles G. / Klippstein, Karl H. / Barsom, John M. / Novak, Stephan R. / Blake, Gilbert T. (1975): Low-Temperature Tests of Simulated Bridge Members. Dans: Journal of the Structural Division (ASCE), v. 101, n. 1 (janvier 1975).

    https://doi.org/10.1061/jsdeag.0003977

  9. Schilling, Charles G. / Klippstein, Karl H. (1978): New Method for Fatigue Design of Bridges. Dans: Journal of the Structural Division (ASCE), v. 104, n. 3 (mars 1978).

    https://doi.org/10.1061/jsdeag.0004877

  10. Schilling, Charles G. (1982): Lateral-Distribution Factors for Fatigue Design. Dans: Journal of the Structural Division (ASCE), v. 108, n. 9 (septembre 1982).

    https://doi.org/10.1061/jsdeag.0006039

  11. Klippstein, Karl H. / Schilling, Charles G. (1989): Pilot study on the constant and variable amplitude behavior of transverse stiffener welds. Dans: Journal of Constructional Steel Research, v. 12, n. 3-4 (janvier 1989).

    https://doi.org/10.1016/0143-974x(89)90057-6

  12. Schilling, Charles G. (1984): Stress Cycles for Fatigue Design of Steel Bridges. Dans: Journal of Structural Engineering (ASCE), v. 110, n. 6 (juin 1984).

    https://doi.org/10.1061/(asce)0733-9445(1984)110:6(1222)

  13. Schilling, Charles G. (1988): Moment‐Rotation Tests of Steel Bridge Girders. Dans: Journal of Structural Engineering (ASCE), v. 114, n. 1 (janvier 1988).

    https://doi.org/10.1061/(asce)0733-9445(1988)114:1(134)

  14. Raju, Surya K. / Moses, Fred / Schilling, Charles G. (1990): Reliability Calibration of Fatigue Evaluation and Design Procedures. Dans: Journal of Structural Engineering (ASCE), v. 116, n. 5 (mai 1990).

    https://doi.org/10.1061/(asce)0733-9445(1990)116:5(1356)

  15. Barker, Michael G. / Hartnagel, Bryan A. / Schilling, Charles G. / Dishongh, Burl E. (2000): Simplified Inelastic Design of Steel Girder Bridges. Dans: Journal of Bridge Engineering (ASCE), v. 5, n. 1 (février 2000).

    https://doi.org/10.1061/(asce)1084-0702(2000)5:1(58)

  16. Schilling, Charles G. (1996): Yield-Interaction Relationships for Curved I-Girders. Dans: Journal of Bridge Engineering (ASCE), v. 1, n. 1 (février 1996).

    https://doi.org/10.1061/(asce)1084-0702(1996)1:1(26)

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