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Publicité

Louis F. Geschwindner

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. Geschwindner, Louis F. / Gustafson, Kurt D. (2010): Single-Plate Shear Connection Design to Meet Structural Integrity Requirements. Dans: Engineering Journal, v. 47, n. 3 (septembre 2010).

    https://doi.org/10.62913/engj.v47i3.988

  2. Geschwindner, Louis F. (2010): Notes on the Impact of Hole Reduction on the Flexural Strength of Rolled Beams. Dans: Engineering Journal, v. 47, n. 1 (mars 2010).

    https://doi.org/10.62913/engj.v47i1.973

  3. Geschwindner, Louis F. / Troemner, Matthew (2016): Notes on the AISC 360-16 Provisions for Slender Compression Elements in Compression Members. Dans: Engineering Journal, v. 53, n. 3 (septembre 2016).

    https://doi.org/10.62913/engj.v53i3.1102

  4. Geschwindner, Louis F. (2006): Evolution of Shear Lag and Block Shear Provisions in the AISC Specification. Dans: Engineering Journal, v. 43, n. 4 (décembre 2006).

    https://doi.org/10.62913/engj.v43i4.892

  5. Geschwindner, Louis F. / Disque, Robert O. (2005): Flexible Moment Connections for Unbraced Frames Subject to Lateral Forces — A Return to Simplicity. Dans: Engineering Journal, v. 42, n. 2 (juin 2005).

    https://doi.org/10.62913/engj.v42i2.848

  6. Schafer, Ben W. / Geschwindner, Louis F. / Sabol, Tom / Uang, Chia-Ming (2022): Review of Local Buckling Width-to-Thickness Limits. Dans: Engineering Journal, v. 59, n. 1 (mars 2022).

    https://doi.org/10.62913/engj.v59i1.1212

  7. Sabelli, Rafael / Griffis, Lawrence / Geschwindner, Louis F. (2021): Determination of Second-Order Effects and Design for Stability Using the Drift Limit. Dans: Engineering Journal, v. 58, n. 3 (septembre 2021).

    https://doi.org/10.62913/engj.v58i3.1179

  8. Geschwindner, Louis F. (2002): A Practical Look at Frame Analysis, Stability and Leaning Columns. Dans: Engineering Journal, v. 39, n. 4 (décembre 2002).

    https://doi.org/10.62913/engj.v39i4.790

  9. Bolin, Eric J. / Dehlin, Thomas J. / Geschwindner, Louis F. (2013): A Comparison between the 2005 and 2010 AISC Specification. Dans: Engineering Journal, v. 50, n. 1 (mars 2013).

    https://doi.org/10.62913/engj.v50i1.1038

  10. Geschwindner, Louis F. (2020): Technical Note: Notes on Determining Required Connector Strength in Built-up Compression Members. Dans: Engineering Journal, v. 57, n. 3 (septembre 2020).

    https://doi.org/10.62913/engj.v57i3.1165

  11. Carter, Charles J. / Geschwindner, Louis F. (2008): A Comparison of Frame Stability Analysis Methods in ANSI AISC 360-05. Dans: Engineering Journal, v. 45, n. 3 (septembre 2008).

    https://doi.org/10.62913/engj.v45i3.941

  12. Geschwindner, Louis F. (1995): A Practical Approach to the "Leaning" Column. Dans: Engineering Journal, v. 32, n. 2 (juin 1995).

    https://doi.org/10.62913/engj.v32i2.641

  13. Geschwindner, Louis F. (1994): A Practical Approach to the Leaning Column. Dans: Engineering Journal, v. 31, n. 4 (décembre 1994).

    https://doi.org/10.62913/engj.v31i4.634

  14. Carter, Charles J. / Geschwindner, Louis F. (1993): The Economic Impact of Overspecifying Simple Connections. Dans: Engineering Journal, v. 30, n. 1 (mars 1993).

    https://doi.org/10.62913/engj.v30i1.603

  15. Geschwindner, Louis F. (1991): A Simplified Look at Partially Restrained Beams. Dans: Engineering Journal, v. 28, n. 2 (juin 1991).

    https://doi.org/10.62913/engj.v28i2.572

  16. Geschwindner, Louis F. (1988): LRFD and the Structural Engineering Curriculum. Dans: Engineering Journal, v. 25, n. 2 (juin 1988).

    https://doi.org/10.62913/engj.v25i2.497

  17. Geschwindner, Louis F. (2010): A Beam Design Aid for Structural Tubing. Dans: Engineering Journal, v. 47, n. 1 (mars 2010).

    https://doi.org/10.62913/engj.v47i1.972

  18. West, Harry H. / Geschwindner, Louis F. / Suhoski, Joseph E. (1975): Natural Vibrations of Suspension Cables. Dans: Journal of the Structural Division (ASCE), v. 101, n. 11 (novembre 1975).

    https://doi.org/10.1061/jsdeag.0004203

  19. Geschwindner, Louis F. / West, Harry H. (1979): Parametric Investigations of Vibrating Cable Networks. Dans: Journal of the Structural Division (ASCE), v. 105, n. 3 (mars 1979).

    https://doi.org/10.1061/jsdeag.0005110

  20. Geschwindner, Louis F. / West, Harry H. (1980): Forced Vibrations of Cable Networks. Dans: Journal of the Structural Division (ASCE), v. 106, n. 9 (septembre 1980).

    https://doi.org/10.1061/jsdeag.0005515

  21. Geschwindner, Louis F. (1981): Nonlinear Dynamic Analysis by Modal Superposition. Dans: Journal of the Structural Division (ASCE), v. 107, n. 12 (décembre 1981).

    https://doi.org/10.1061/jsdeag.0005841

  22. Geschwindner, Louis F. (2005): Member Provisions of the 2005 AISC Specification for Steel Buildings. Présenté pendant: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005.

    https://doi.org/10.1061/40753(171)163

  23. Issa-El-Khoury, Gaby / Linzell, Daniel G. / Geschwindner, Louis F. (2014): Computational studies of horizontally curved, longitudinally stiffened, plate girder webs in flexure. Dans: Journal of Constructional Steel Research, v. 93 (février 2014).

    https://doi.org/10.1016/j.jcsr.2013.10.018

  24. Issa-El-Khoury, Gaby / Linzell, Daniel G. / Geschwindner, Louis F. (2016): Flexure–shear interaction influence on curved, plate girder web longitudinal stiffener placement. Dans: Journal of Constructional Steel Research, v. 120 (avril 2016).

    https://doi.org/10.1016/j.jcsr.2015.12.021

  25. Geschwindner, Louis F. (1995): Penn State Architectural Engineering. Dans: Journal of Architectural Engineering (ASCE), v. 1, n. 3 (septembre 1995).

    https://doi.org/10.1061/(asce)1076-0431(1995)1:3(133)

  26. West, Harry H. / Suhoski, Joseph E. / Geschwindner, Louis F. (1984): Natural Frequencies and Modes of Suspension Bridges. Dans: Journal of Structural Engineering (ASCE), v. 110, n. 10 (octobre 1984).

    https://doi.org/10.1061/(asce)0733-9445(1984)110:10(2471)

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