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Jostein Hellesland

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

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

  2. Hellesland, Jostein / Green, Roger (1970): Strength characteristics of reinforced concrete columns under sustained loading. Présenté pendant: 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. Présenté pendant: 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. Dans: Engineering Structures, v. 203 (janvier 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. Dans: International Journal of Structural Stability and Dynamics, v. 13, n. 5 (mai 2013).

    https://doi.org/10.1142/s0219455413500284

  6. Hellesland, Jostein (2009): Extended second order approximate analysis of frames with sway-braced column interaction. Dans: Journal of Constructional Steel Research, v. 65, n. 5 (mai 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. Dans: Computers & Structures, v. 89, n. 17-18 (septembre 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. Dans: Engineering Structures, v. 29, n. 12 (décembre 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. Dans: Engineering Structures, v. 56 (novembre 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. Dans: Engineering Structures, v. 30, n. 10 (octobre 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. Dans: Engineering Structures, v. 31, n. 8 (août 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. Dans: Engineering Structures, v. 29, n. 9 (septembre 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. Dans: Engineering Structures, v. 66 (mai 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. Dans: Journal of Structural Engineering (ASCE), v. 109, n. 12 (décembre 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. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 5 (mai 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. Dans: Journal of Structural Engineering (ASCE), v. 122, n. 10 (octobre 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. Dans: Journal of Structural Engineering (ASCE), v. 122, n. 11 (novembre 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. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 1 (janvier 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. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 8 (août 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. Dans: Marine Structures, v. 39 (décembre 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. Dans: Engineering Structures, v. 45 (décembre 2012).

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

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