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Theodore V. Galambos

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Kim, Uksun / leon, Roberto T. / Galambos, Theodore V. (2007): Seismic Design of Steel Joist Girder Structures. Dans: Engineering Journal, v. 44, n. 3 (septembre 2007).

    https://doi.org/10.62913/engj.v44i3.914

  2. Bartlett, F. Michael / Dexter, Robert J. / Graeser, Mark D. / Jelinek, Jason J. / Schmidt, Bradley J. / Galambos, Theodore V. (2003): Updating Standard Shape Material Properties Database for Design and Reliability. Dans: Engineering Journal, v. 40, n. 1 (mars 2003).

    https://doi.org/10.62913/engj.v40i1.800

  3. Galambos, Theodore V. (2001): Strength of Singly Symmetric I-Shaped Beam-Columns. Dans: Engineering Journal, v. 38, n. 2 (juin 2001).

    https://doi.org/10.62913/engj.v38i2.755

  4. Galambos, Theodore V. (1965): Strength of Round Steel Columns. Dans: Journal of the Structural Division (ASCE), v. 91, n. 1 (février 1965).

    https://doi.org/10.1061/jsdeag.0001201

  5. Galambos, Theodore V. / Lay, Maxwell G. (1965): Studies of the Ductility of Steel Structures. Dans: Journal of the Structural Division (ASCE), v. 91, n. 4 (août 1965).

    https://doi.org/10.1061/jsdeag.0001290

  6. Yura, Joseph A. / Galambos, Theodore V. (1965): Strength of Single-Story Steel Frames. Dans: Journal of the Structural Division (ASCE), v. 91, n. 5 (octobre 1965).

    https://doi.org/10.1061/jsdeag.0001349

  7. Eyre, Dale G. / Galambos, Theodore V. (1973): Shakedown of Grids. Dans: Journal of the Structural Division (ASCE), v. 99, n. 10 (octobre 1973).

    https://doi.org/10.1061/jsdeag.0003619

  8. Eyre, Dale G. / Galambos, Theodore V. (1975): Shakedown of Bars under Extreme Loads. Dans: Journal of the Structural Division (ASCE), v. 101, n. 9 (septembre 1975).

    https://doi.org/10.1061/jsdeag.0004180

  9. Eyre, Dale G. / Galambos, Theodore V. (1976): Shakedown of Beams on Flexible Supports. Dans: Journal of the Structural Division (ASCE), v. 102, n. 5 (mai 1976).

    https://doi.org/10.1061/jsdeag.0004354

  10. Ravindra, Mayasandra K. / Cornell, C. Allin / Galambos, Theodore V. (1978): Wind and Snow Load Factors for Use in LRFD. Dans: Journal of the Structural Division (ASCE), v. 104, n. 9 (septembre 1978).

    https://doi.org/10.1061/jsdeag.0004987

  11. Chapuis, Jacques / Galambos, Theodore V. (1982): Restrained Crooked Aluminum Columns. Dans: Journal of the Structural Division (ASCE), v. 108, n. 3 (mars 1982).

    https://doi.org/10.1061/jsdeag.0005900

  12. Galambos, Theodore V. / Reinhold, T. A. / Ellingwood, Bruce (1982): Serviceability Limit States: Connection Slip. Dans: Journal of the Structural Division (ASCE), v. 108, n. 12 (décembre 1982).

    https://doi.org/10.1061/jsdeag.0006098

  13. Galambos, Theodore V. (1990): Systems reliability and structural design. Dans: Structural Safety, v. 7, n. 2-4 (mars 1990).

    https://doi.org/10.1016/0167-4730(90)90060-3

  14. Galambos, Theodore V. (2006): Structural Design Codes: The Bridge Between Research and Practice. Présenté pendant: IABSE Symposium: Responding to Tomorrow's Challenges in Structural Engineering, Budapest, Hungary, 13-15 September 2006.

    https://doi.org/10.2749/222137806796168868

  15. Lin, Shin-Hua / Yu, Wei-Wen / Galambos, Theodore V. / Wang, Edward (2005): Revised ASCE specification for the design of cold-formed stainless steel structural members. Dans: Engineering Structures, v. 27, n. 9 (août 2005).

    https://doi.org/10.1016/j.engstruct.2005.03.007

  16. Galambos, Theodore V. / Ellingwood, Bruce (1986): Serviceability Limit States: Deflection. Dans: Journal of Structural Engineering (ASCE), v. 112, n. 1 (janvier 1986).

    https://doi.org/10.1061/(asce)0733-9445(1986)112:1(67)

  17. Galambos, Theodore V. / Springer, George S. / Walraven, Joost C. (2006): Responding to Tomorrow's Challenges in Structural Engineering. Dans: Structural Engineering International, v. 16, n. 2 (mai 2006).

    https://doi.org/10.2749/101686606777962422

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