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Shih Toh Chang

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. Chang, Shih Toh (1982): Shearing Stress due to Prestress in Variable Depth Beam. In: Journal of the Structural Division (ASCE), v. 108, n. 7 (July 1982).

    https://doi.org/10.1061/jsdeag.0005994

  2. Chang, Shih Toh / Zhang, Qiwei / Zhang, Shiduo (1998): Shear Lag Effect in Single Plane Cable-Stayed Bridge. In: Advances in Structural Engineering, v. 1, n. 4 (October 1998).

    https://doi.org/10.1177/136943329800100406

  3. Chang, Shih Toh (1998): Computation of the Influence Lines for Lateral Load Distribution in Straight, Skew and Horizontally Curved Bridges. In: Advances in Structural Engineering, v. 2, n. 1 (December 1998).

    https://doi.org/10.1177/136943329800200102

  4. Chang, Shih Toh / Zheng, Fang Zhen (1987): Negative Shear Lag in Cantilever Box Girder with Constant Depth. In: Journal of Structural Engineering (ASCE), v. 113, n. 1 (January 1987).

    https://doi.org/10.1061/(asce)0733-9445(1987)113:1(20)

  5. Chang, Shih Toh / Yun, Ding (1988): Shear Lag Effect in Box Girder with Varying Depth. In: Journal of Structural Engineering (ASCE), v. 114, n. 10 (October 1988).

    https://doi.org/10.1061/(asce)0733-9445(1988)114:10(2280)

  6. Chang, Shih Toh / Gang, Jiang Zhi (1990): Analysis of Cantilever Decks of Thin‐Walled Box Girder Bridges. In: Journal of Structural Engineering (ASCE), v. 116, n. 9 (September 1990).

    https://doi.org/10.1061/(asce)0733-9445(1990)116:9(2410)

  7. Chang, Shih Toh (1992): Prestress Influence on Shear‐Lag Effect in Continuous Box‐Girder Bridge. In: Journal of Structural Engineering (ASCE), v. 118, n. 11 (November 1992).

    https://doi.org/10.1061/(asce)0733-9445(1992)118:11(3113)

  8. Chang, Shih Toh (2004): Shear Lag Effect in Simply Supported Prestressed Concrete Box Girder. In: Journal of Bridge Engineering (ASCE), v. 9, n. 2 (March 2004).

    https://doi.org/10.1061/(asce)1084-0702(2004)9:2(178)

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