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Geoffrey L. Kulak

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. Kulak, Geoffrey L. / Grondin, Gilbert Y. (2003): Strength of Joints that Combine Bolts and Welds. In: Engineering Journal, v. 40, n. 2 (June 2003).

    https://doi.org/10.62913/engj.v40i2.804

  2. Christopher, Richard J. / Kulak, Geoffrey L. / Fisher, John W. (1966): Calibration of Alloy Steel Bolts. In: Journal of the Structural Division (ASCE), v. 92, n. 2 (April 1966).

    https://doi.org/10.1061/jsdeag.0001419

  3. Kulak, Geoffrey L. / Fisher, John W. (1968): A514 Steel Joints Fastened by A490 Bolts. In: Journal of the Structural Division (ASCE), v. 94, n. 10 (October 1968).

    https://doi.org/10.1061/jsdeag.0002091

  4. Fisher, John W. / Kulak, Geoffrey L. (1968): Tests of Bolted Butt Splices. In: Journal of the Structural Division (ASCE), v. 94, n. 11 (November 1968).

    https://doi.org/10.1061/jsdeag.0002121

  5. Kulak, Geoffrey L. / Fisher, John W. (1969): Behavior of Large A514 Steel Boltes Joints. In: Journal of the Structural Division (ASCE), v. 95, n. 9 (September 1969).

    https://doi.org/10.1061/jsdeag.0002352

  6. Crawford, Sherwood F. / Kulak, Geoffrey L. (1971): Eccentrically Loaded Bolted Connections. In: Journal of the Structural Division (ASCE), v. 97, n. 3 (March 1971).

    https://doi.org/10.1061/jsdeag.0002844

  7. Butler, Lorne J. / Pal, Shubendu / Kulak, Geoffrey L. (1972): Eccentrically Loaded Welded Connections. In: Journal of the Structural Division (ASCE), v. 98, n. 5 (May 1972).

    https://doi.org/10.1061/jsdeag.0003250

  8. Dawe, John L. / Kulak, Geoffrey L. (1974): Welded Connections under Combined Shear and Moment. In: Journal of the Structural Division (ASCE), v. 100, n. 4 (April 1974).

    https://doi.org/10.1061/jsdeag.0003753

  9. Fisher, John W. / Galambos, Theodore V. / Kulak, Geoffrey L. / Ravindra, Mayasandra K. (1978): Load and Resistance Factor Design Criteria for Connectors. In: Journal of the Structural Division (ASCE), v. 104, n. 9 (September 1978).

    https://doi.org/10.1061/jsdeag.0004986

  10. Bardell, Garry R. / Kulak, Geoffrey L. (1980): Fatigue of Steel Beams with Groove-Welded Flanges. In: Journal of the Structural Division (ASCE), v. 106, n. 9 (September 1980).

    https://doi.org/10.1061/jsdeag.0005513

  11. Kulak, Geoffrey L. (1997): Fatigue strength of riveted connections. Presented at: IABSE Workshop: Evaluation of Existing Steel and Composite Bridges, Lausanne, Switzerland, March 1997.

    https://doi.org/10.5169/seals-57472

  12. Fisher, John W. / Kulak, Geoffrey L. (1985): Behavior of slip-resistant bolted joints. In: IABSE Surveys, v. 9 ( 1985).

    https://doi.org/10.5169/seals-49373

  13. Kulak, Geoffrey L. (1996): Tubular members — large and small. In: Engineering Structures, v. 18, n. 10 (October 1996).

    https://doi.org/10.1016/0141-0296(96)00013-2

  14. Kulak, Geoffrey L. / Birkemoe, Peter C. (1993): Field studies of bolt pretension. In: Journal of Constructional Steel Research, v. 25, n. 1-2 (January 1993).

    https://doi.org/10.1016/0143-974x(93)90054-v

  15. Driver, Robert G. / Grondin, Gilbert Y. / Kulak, Geoffrey L. (2006): Unified block shear equation for achieving consistent reliability. In: Journal of Constructional Steel Research, v. 62, n. 3 (March 2006).

    https://doi.org/10.1016/j.jcsr.2005.06.002

  16. Dawe, John L. / Kulak, Geoffrey L. (1984): Local Buckling of W Shape Columns and Beams. In: Journal of Structural Engineering (ASCE), v. 110, n. 6 (June 1984).

    https://doi.org/10.1061/(asce)0733-9445(1984)110:6(1292)

  17. Dawe, John L. / Kulak, Geoffrey L. (1984): Plate Instability of W Shapes. In: Journal of Structural Engineering (ASCE), v. 110, n. 6 (June 1984).

    https://doi.org/10.1061/(asce)0733-9445(1984)110:6(1278)

  18. Driver, Robert G. / Kulak, Geoffrey L. / Kennedy, D. J. Laurie / Elwi, Alaa E. (1998): Cyclic Test of Four-Story Steel Plate Shear Wall. In: Journal of Structural Engineering (ASCE), v. 124, n. 2 (February 1998).

    https://doi.org/10.1061/(asce)0733-9445(1998)124:2(112)

  19. Driver, Robert G. / Kulak, Geoffrey L. / Elwi, Alaa E. / Kennedy, D. J. Laurie (1998): FE and Simplified Models of Steel Plate Shear Wall. In: Journal of Structural Engineering (ASCE), v. 124, n. 2 (February 1998).

    https://doi.org/10.1061/(asce)0733-9445(1998)124:2(121)

  20. DiBattista, Jeffrey D. / Adamson, Daniel E. J. / Kulak, Geoffrey L. (1998): Fatigue Strength of Riveted Connections. In: Journal of Structural Engineering (ASCE), v. 124, n. 7 (July 1998).

    https://doi.org/10.1061/(asce)0733-9445(1998)124:7(792)

  21. Manuel, Thomas J. / Kulak, Geoffrey L. (2000): Strength of Joints That Combine Bolts and Welds. In: Journal of Structural Engineering (ASCE), v. 126, n. 3 (March 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:3(279)

  22. Kulak, Geoffrey L. / Undershute, Scott T. (1998): Tension Control Bolts: Strength and Installation. In: Journal of Bridge Engineering (ASCE), v. 3, n. 1 (February 1998).

    https://doi.org/10.1061/(asce)1084-0702(1998)3:1(15)

  23. Josi, Georg / Grondin, Gilbert Y. / Kulak, Geoffrey L. (2004): Fatigue of Joints with Staggered Holes. In: Journal of Bridge Engineering (ASCE), v. 9, n. 6 (November 2004).

    https://doi.org/10.1061/(asce)1084-0702(2004)9:6(614)

  24. Kulak, Geoffrey L. / Wu, Eric Yue (1997): Shear Lag in Bolted Angle Tension Members. In: Journal of Structural Engineering (ASCE), v. 123, n. 9 (September 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:9(1144)

  25. Dawe, John L. / Kulak, Geoffrey L. (1986): Local Buckling Behavior of Beam‐Columns. In: Journal of Structural Engineering (ASCE), v. 112, n. 11 (November 1986).

    https://doi.org/10.1061/(asce)0733-9445(1986)112:11(2447)

  26. Kunz, Peter M. / Kulak, Geoffrey L. (1995): Fatigue safety of existing steel bridges. Presented at: IABSE Symposium: Extending the Lifespan of Structures, San Francisco, CA, USA, August 1995.

    https://doi.org/10.5169/seals-55313

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