-
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
-
Schilling, Charles G. (1991): Unified Autostress Method. In: Engineering Journal, v. 28, n. 4 (December 1991).
https://doi.org/10.62913/engj.v28i4.576
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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)
-
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)
-
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)
-
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)
-
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)