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J. C. D. Hoenderkamp

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. Hoenderkamp, J. C. D. / Smith, B. Stafford (1988): Simplified torsion analysis for high-rise structures. Dans: Building and Environment, v. 23, n. 2 (janvier 1988).

    https://doi.org/10.1016/0360-1323(88)90029-7

  2. Hoenderkamp, J. C. D. / Snijder, H. H. / Hofmeyer, H. (2015): Racking shear resistance of steel frames with corner connected precast concrete infill panels. Dans: Steel and Composite Structures, v. 19, n. 6 (décembre 2015).

    https://doi.org/10.12989/scs.2015.19.6.1403

  3. Snijder, H. H. / Hoenderkamp, J. C. D. (2008): Influence of end plate splices on the load carrying capacity of columns. Dans: Journal of Constructional Steel Research, v. 64, n. 7-8 (juillet 2008).

    https://doi.org/10.1016/j.jcsr.2008.01.020

  4. Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D. (2011): Finite element simulations of residual stresses in roller bent wide flange sections. Dans: Journal of Constructional Steel Research, v. 67, n. 1 (janvier 2011).

    https://doi.org/10.1016/j.jcsr.2010.07.004

  5. Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D. (2010): Experimental investigation of residual stresses in roller bent wide flange steel sections. Dans: Journal of Constructional Steel Research, v. 66, n. 6 (juin 2010).

    https://doi.org/10.1016/j.jcsr.2010.01.017

  6. Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D. (2011): Proposed residual stress model for roller bent steel wide flange sections. Dans: Journal of Constructional Steel Research, v. 67, n. 6 (juin 2011).

    https://doi.org/10.1016/j.jcsr.2011.01.009

  7. Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D. (2012): Mechanical properties of roller bent wide flange sections — Part 1: Experimental investigation. Dans: Journal of Constructional Steel Research, v. 68 (janvier 2012).

    https://doi.org/10.1016/j.jcsr.2011.07.003

  8. Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D. (2012): Mechanical properties of roller bent wide flange sections — Part 2: Prediction model. Dans: Journal of Constructional Steel Research, v. 68 (janvier 2012).

    https://doi.org/10.1016/j.jcsr.2011.07.005

  9. La Poutré, D. B. / Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D. (2013): Out-of-plane stability of roller bent steel arches — An experimental investigation. Dans: Journal of Constructional Steel Research, v. 81 (février 2013).

    https://doi.org/10.1016/j.jcsr.2012.11.004

  10. Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D. / Beg, D. (2012): Design rules for out-of-plane stability of roller bent steel arches with FEM. Dans: Journal of Constructional Steel Research, v. 79 (décembre 2012).

    https://doi.org/10.1016/j.jcsr.2012.07.027

  11. Stafford Smith, B. / Hoenderkamp, J. C. D. / Kuster, M. / Smith, B. S. (1982): A Graphical Method of Comparing the Sway Resistance of Tall Building Structures. Dans: Proceedings of the Institution of Civil Engineers, v. 73, n. 4 (décembre 1982).

    https://doi.org/10.1680/iicep.1982.1611

  12. Hoenderkamp, J. C. D. / Stafford Smith, B. / Smith, B. S. (1987): Approximate Rotation Analysis for Plan-Symmetric High-Rise Structures. Dans: Proceedings of the Institution of Civil Engineers, v. 83, n. 4 (décembre 1987).

    https://doi.org/10.1680/iicep.1987.199

  13. Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D. (2013): Plastic Collapse Load of Crown-Hinged Steel Circular Arches: A Theoretical Method. Dans: Advances in Structural Engineering, v. 16, n. 4 (avril 2013).

    https://doi.org/10.1260/1369-4332.16.4.721

  14. Hoenderkamp, J. C. D. / Snijder, H. H. / Hofmeyer, H. (2012): High-Rise Structures with Belt Bracing Subject to Lateral Load. Dans: Advances in Structural Engineering, v. 15, n. 1 (janvier 2012).

    https://doi.org/10.1260/1369-4332.15.1.65

  15. Hoenderkamp, J. C. D. (2009): The Influence of Non-Rigid Floor Structures on Facade Rigger Braced High-Rise Trussed Frames. Dans: Advances in Structural Engineering, v. 12, n. 3 (juin 2009).

    https://doi.org/10.1260/136943309788708428

  16. Spoorenberg, R. C. / Snijder, H. H. / Hoenderkamp, J. C. D. (2012): A theoretical method for calculating the collapse load of steel circular arches. Dans: Engineering Structures, v. 38 (mai 2012).

    https://doi.org/10.1016/j.engstruct.2011.12.047

  17. Smith, B. Stafford / Kuster, M. / Hoenderkamp, J. C. D. (1981): A generalized approach to the deflection analysis of braced frame, rigid frame, and coupled wall structures. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 8, n. 2 (juin 1981).

    https://doi.org/10.1139/l81-030

  18. Hoenderkamp, J. C. D. / Snijder, H. H. (2003): Preliminary Analysis of High-Rise Braced Frames with Facade Riggers. Dans: Journal of Structural Engineering (ASCE), v. 129, n. 5 (mai 2003).

    https://doi.org/10.1061/(asce)0733-9445(2003)129:5(640)

  19. Hoenderkamp, J. C. D. (2008): Second outrigger at optimum location on high-rise shear wall. Dans: The Structural Design of Tall and Special Buildings, v. 17, n. 3 (septembre 2008).

    https://doi.org/10.1002/tal.369

  20. Nicoreac, M. / Hoenderkamp, J. C. D. (2012): Periods of Vibration of Braced Frames with Outriggers. Dans: Procedia Engineering, v. 40 ( 2012).

    https://doi.org/10.1016/j.proeng.2012.07.098

  21. Snijder, H. H. / Hofmeyer, H. / Hoenderkamp, J. C. D. (2011): Steel Frames with Discretely Connected Precast Concrete Infill Panels. Présenté pendant: 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011.
  22. Hoenderkamp, J. C. D. (2002): Critical loads of lateral load resisting structures for tall buildings. Dans: The Structural Design of Tall Buildings, v. 11, n. 3 ( 2002).

    https://doi.org/10.1002/tal.196

  23. Hoenderkamp, J. C. D. / Bakker, M. C. M. (2003): Analysis of high-rise braced frames with outriggers. Dans: The Structural Design of Tall and Special Buildings, v. 12, n. 4 ( 2003).

    https://doi.org/10.1002/tal.226

  24. Hoenderkamp, J. C. D. (2004): Shear wall with outrigger trusses on wall and column foundations. Dans: The Structural Design of Tall and Special Buildings, v. 13, n. 1 ( 2004).

    https://doi.org/10.1002/tal.235

  25. Hoenderkamp, J. C. D. / Snijder, H. H. (2000): Approximate analysis of high-rise frames with flexible connections. Dans: The Structural Design of Tall Buildings, v. 9, n. 3 ( 2000).

    https://doi.org/10.1002/1099-1794(200006)9:3<233::aid-tal156>3.0.co;2-o

  26. Hoenderkamp, J. C. D. / Snijder, H. H. (2000): Simplified analysis of façade rigger braced high-rise structures. Dans: The Structural Design of Tall Buildings, v. 9, n. 4 ( 2000).

    https://doi.org/10.1002/1099-1794(200009)9:4<309::aid-tal155>3.0.co;2-y

  27. Hoenderkamp, J. C. D. (2001): Elastic analysis of asymmetric tall building structures. Dans: The Structural Design of Tall Buildings, v. 10, n. 4 ( 2001).

    https://doi.org/10.1002/tal.183

  28. Hoenderkamp, J. C. D. (2002): Simplified analysis of asymmetric high-rise structures with cores. Dans: The Structural Design of Tall Buildings, v. 11, n. 2 ( 2002).

    https://doi.org/10.1002/tal.192

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