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Charles G. Schilling

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

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

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

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

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

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

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

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

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

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

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

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

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

  7. Schilling, Charles G. (1974): Optimum Properties for I-Shaped Beams. In: Journal of the Structural Division (ASCE), v. 100, n. 12 (Dezember 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. In: Journal of the Structural Division (ASCE), v. 101, n. 1 (Januar 1975).

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

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

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

  10. Schilling, Charles G. (1982): Lateral-Distribution Factors for Fatigue Design. In: Journal of the Structural Division (ASCE), v. 108, n. 9 (September 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. In: Journal of Constructional Steel Research, v. 12, n. 3-4 (Januar 1989).

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

  12. Schilling, Charles G. (1984): Stress Cycles for Fatigue Design of Steel Bridges. In: Journal of Structural Engineering (ASCE), v. 110, n. 6 (Juni 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. In: Journal of Structural Engineering (ASCE), v. 114, n. 1 (Januar 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. In: 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. In: Journal of Bridge Engineering (ASCE), v. 5, n. 1 (Februar 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. In: Journal of Bridge Engineering (ASCE), v. 1, n. 1 (Februar 1996).

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

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