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Charles G. Schilling

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. Schilling, Charles G. (1998): Simplified Inelastic Design of Steel Girder Bridges. In: Engineering Journal, v. 35, n. 4 (December 1998).

    https://doi.org/10.62913/engj.v35i4.709

  2. Schilling, Charles G. (1991): Unified Autostress Method. In: Engineering Journal, v. 28, n. 4 (December 1991).

    https://doi.org/10.62913/engj.v28i4.576

  3. Schilling, Charles G. (1983): Buckling of One-Story Frames. In: Engineering Journal, v. 20, n. 2 (June 1983).

    https://doi.org/10.62913/engj.v20i2.395

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

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

  5. 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

  6. 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 (June 1964).

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

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

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

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

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

  9. 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

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

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

  11. 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 (January 1975).

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

  12. 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 (March 1978).

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

  13. 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

  14. 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 (January 1989).

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

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

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

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

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

  17. 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 (May 1990).

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

  18. 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 (February 2000).

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

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

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

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