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Thomas G. Harmon

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. Patel, Kanu S. / Logcher, Robert D. / Harmon, Thomas G. / Hansen, Robert J. (1973): Computer-Aided Design—Standard Oil of Indiana Building. In: Journal of the Structural Division (ASCE), v. 99, n. 4 (April 1973).

    https://doi.org/10.1061/jsdeag.0003482

  2. Roesset, Jose M. / Harmon, Thomas G. / Efimba, R. Elangwe / Hansen, Robert J. (1973): Some Structural Problems—Standard Oil of Indiana Building. In: Journal of the Structural Division (ASCE), v. 99, n. 4 (April 1973).

    https://doi.org/10.1061/jsdeag.0003483

  3. Yun, Gun-Jin / Harmon, Thomas G. / Dyke, Shirley J. / So, Migeum (2008): A total strain-based hysteretic material model for reinforced concrete structures: theory and verifications. In: Computers and Concrete, v. 5, n. 3 (June 2008).

    https://doi.org/10.12989/cac.2008.5.3.217

  4. Harmon, Thomas G. / Ramakrishnan, Seetharaman / Wang, Edward H. (1998): Confined Concrete Subjected to Uniaxial Monotonic Loading. In: Journal of Engineering Mechanics (ASCE), v. 124, n. 12 (December 1998).

    https://doi.org/10.1061/(asce)0733-9399(1998)124:12(1303)

  5. Li, Long‐Yuan / Harmon, Thomas G. (1990): Three‐Parameter Failure Criterion for Concrete. In: Journal of Materials in Civil Engineering (ASCE), v. 2, n. 4 (November 1990).

    https://doi.org/10.1061/(asce)0899-1561(1990)2:4(215)

  6. Harmon, Thomas G. / Zhangyuan, Ni (1989): Shear Strength of Reinforced Concrete Plates and Shells Determined by Finite Element Analysis Using Layered Elements. In: Journal of Structural Engineering (ASCE), v. 115, n. 5 (May 1989).

    https://doi.org/10.1061/(asce)0733-9445(1989)115:5(1141)

  7. So, Migeum / Harmon, Thomas G. (2008): Cover Delamination of Reinforced Concrete Members with Surface-Mounted Fiber-Reinforced Polymer Reinforcement. In: ACI Structural Journal, v. 105, n. 2 (March 2008).

    https://doi.org/10.14359/19735

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