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Jostein Hellesland

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. Hellesland, Jostein / Green, Roger (1971): Sustained and Cyclic Loading of Concrete Columns. In: Journal of the Structural Division (ASCE), v. 97, n. 4 (April 1971).

    https://doi.org/10.1061/jsdeag.0002873

  2. Hellesland, Jostein / Green, Roger (1970): Strength characteristics of reinforced concrete columns under sustained loading. Presented at: IABSE Symposium: Design of Concrete Structures for Creep, Shrinkage and Temperature Changes, Madrid, Spain, 1970.

    https://doi.org/10.5169/seals-7782

  3. Hellesland, Jostein / Scordelis, Alex C. (1981): Analysis of r.c. bridge columns under imposed deformations. Presented at: IABSE Colloquium: Advanced Mechanics of Reinforced Concrete, Delft, The Netherlands, 1981.

    https://doi.org/10.5169/seals-26914

  4. Hellesland, Jostein (2020): New and extended design moment formulations for slender columns in frames with sway. In: Engineering Structures, v. 203 (January 2020).

    https://doi.org/10.1016/j.engstruct.2019.109804

  5. Challamel, Noël / Kolvik, Gjermund / Hellesland, Jostein (2013): Plate Buckling Analysis Using A General Higher-order Shear Deformation Theory. In: International Journal of Structural Stability and Dynamics, v. 13, n. 5 (May 2013).

    https://doi.org/10.1142/s0219455413500284

  6. Hellesland, Jostein (2009): Extended second order approximate analysis of frames with sway-braced column interaction. In: Journal of Constructional Steel Research, v. 65, n. 5 (May 2009).

    https://doi.org/10.1016/j.jcsr.2008.08.008

  7. Brubak, Lars / Hellesland, Jostein (2011): Semi-analytical postbuckling analysis of stiffened imperfect plates with a free or stiffened edge. In: Computers & Structures, v. 89, n. 17-18 (September 2011).

    https://doi.org/10.1016/j.compstruc.2011.05.007

  8. Hellesland, Jostein (2007): Mechanics and effective lengths of columns with positive and negative end restraints. In: Engineering Structures, v. 29, n. 12 (December 2007).

    https://doi.org/10.1016/j.engstruct.2007.08.021

  9. Vedeld, Knut / Sollund, Håvar / Hellesland, Jostein (2013): Free vibrations of free spanning offshore pipelines. In: Engineering Structures, v. 56 (November 2013).

    https://doi.org/10.1016/j.engstruct.2013.04.013

  10. Steen, Eivind / Byklum, Eirik / Hellesland, Jostein (2008): Elastic postbuckling stiffness of biaxially compressed rectangular plates. In: Engineering Structures, v. 30, n. 10 (October 2008).

    https://doi.org/10.1016/j.engstruct.2008.02.006

  11. Hellesland, Jostein (2009): Second order approximate analysis of unbraced multistorey frames with single curvature regions. In: Engineering Structures, v. 31, n. 8 (August 2009).

    https://doi.org/10.1016/j.engstruct.2009.02.015

  12. Brubak, Lars / Hellesland, Jostein (2007): Approximate buckling strength analysis of arbitrarily stiffened, stepped plates. In: Engineering Structures, v. 29, n. 9 (September 2007).

    https://doi.org/10.1016/j.engstruct.2006.12.002

  13. Vedeld, Knut / Sollund, Håvar A. / Hellesland, Jostein / Fyrileiv, Olav (2014): Effective axial forces in offshore lined and clad pipes. In: Engineering Structures, v. 66 (May 2014).

    https://doi.org/10.1016/j.engstruct.2014.01.051

  14. Lai, Shu‐Ming A. / MacGregor, James G. / Hellesland, Jostein (1983): Geometric Nonlinearities in Nonsway Frames. In: Journal of Structural Engineering (ASCE), v. 109, n. 12 (December 1983).

    https://doi.org/10.1061/(asce)0733-9445(1983)109:12(2770)

  15. Hellesland, Jostein / Cheong-Siat-Moy, Francois (2000): An ImprovedK-Factor Formula. In: Journal of Structural Engineering (ASCE), v. 126, n. 5 (May 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:5(633)

  16. Hellesland, Jostein / Bjorhovde, Reidar (1996): Restraint Demand Factors and Effective Lengths of Braced Columns. In: Journal of Structural Engineering (ASCE), v. 122, n. 10 (October 1996).

    https://doi.org/10.1061/(asce)0733-9445(1996)122:10(1216)

  17. Hellesland, Jostein / Bjorhovde, Reidar (1996): Improved Frame Stability Analysis with Effective Lengths. In: Journal of Structural Engineering (ASCE), v. 122, n. 11 (November 1996).

    https://doi.org/10.1061/(asce)0733-9445(1996)122:11(1275)

  18. Marí, Antonio R. / Hellesland, Jostein (2005): Lower Slenderness Limits for Rectangular Reinforced Concrete Columns. In: Journal of Structural Engineering (ASCE), v. 131, n. 1 (January 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:1(85)

  19. Hellesland, Jostein (2008): Mechanics and Slenderness Limits of Sway-Restricted Reinforced Concrete Columns. In: Journal of Structural Engineering (ASCE), v. 134, n. 8 (August 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:8(1300)

  20. Sollund, Håvar A. / Vedeld, Knut / Hellesland, Jostein / Fyrileiv, Olav (2014): Dynamic response of multi-span offshore pipelines. In: Marine Structures, v. 39 (December 2014).

    https://doi.org/10.1016/j.marstruc.2014.07.006

  21. Hellesland, Jostein (2012): Evaluation of effective length formulas and applications in system instability analysis. In: Engineering Structures, v. 45 (December 2012).

    https://doi.org/10.1016/j.engstruct.2012.06.028

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