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H. H. Snijder

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. Maljaars, J. / Soetens, F. / Snijder, H. H. (2009): Local buckling of aluminium structures exposed to fire. Part 1: Tests. In: Thin-Walled Structures, v. 47, n. 11 (November 2009).

    https://doi.org/10.1016/j.tws.2009.02.008

  2. Shahiditabar, Akbar / Moharrami, Hamid / Snijder, H. H. (2022): Quantification of seismic performance factors of self-centered y-shaped braced frames. In: Journal of Constructional Steel Research, v. 194 (July 2022).

    https://doi.org/10.1016/j.jcsr.2022.107304

  3. Dijkstra, Onno D. / Snijder, H. H. / van Rongen, H. J. M. (1990): Assessment of the remaining fatigue life of defective welded joints. Presented at: IABSE Workshop: Remaining Fatigue Life of Steel Structures, Lausanne, Switzerland, 1990.

    https://doi.org/10.5169/seals-45715

  4. Snijder, H. H. / Rolf, F. H. (1996): Comparative research to establish load factors for railway bridges. Presented at: IABSE Colloquium: Basis of Design and Actions on Structures - Background and application of Eurocode 1, Delft, The Netherlands, 1996.

    https://doi.org/10.5169/seals-56094

  5. Maljaars, J. / Soetens, F. / Snijder, H. H. (2009): Local buckling of aluminium structures exposed to fire. In: Thin-Walled Structures, v. 47, n. 11 (November 2009).

    https://doi.org/10.1016/j.tws.2008.06.003

  6. Teeuwen, P. A. / Kleinman, C. S. / Snijder, H. H. / Hofmeyer, H. (2010): Experimental and numerical investigations into the composite behaviour of steel frames and precast concrete infill panels with window openings. In: Steel and Composite Structures, v. 10, n. 1 (January 2010).

    https://doi.org/10.12989/scs.2010.10.1.001

  7. Snijder, H. H. / Bijlaard, F. S. K. (1985): The influence of end restraints on the maximum strength of centrally loaded steel columns in braced frames. In: Journal of Constructional Steel Research, v. 5, n. 2 (January 1985).

    https://doi.org/10.1016/0143-974x(85)90011-2

  8. Verstappen, I. / Snijder, H. H. / Bijlaard, F. S. K. / Steenbergen, H. M. G. M. (1998): Design rules for steel arches—In-plane stability. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)00022-4

  9. van Keulen, D. C. / Nethercot, D. A. / Snijder, H. H. / Bakker, M. C. M. (2003): Frame analysis incorporating semi-rigid joint action: Applicability of the half initial Secant stiffness approach. In: Journal of Constructional Steel Research, v. 59, n. 9 (September 2003).

    https://doi.org/10.1016/s0143-974x(03)00031-2

  10. Hofmeyer, H. / Kerstens, J. G. M. / Snijder, H. H. / Bakker, M. C. M. (2002): Combined web crippling and bending moment failure of first-generation trapezoidal steel sheeting. In: Journal of Constructional Steel Research, v. 58, n. 12 (December 2002).

    https://doi.org/10.1016/s0143-974x(02)00004-4

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

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

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

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

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

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

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

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

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

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

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

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

  17. 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. In: Journal of Constructional Steel Research, v. 81 (February 2013).

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

  18. Spoorenberg, R. C. / Snijder, H. H. / Cajot, L.-G. / May, M. S. (2013): Experimental investigation on residual stresses in heavy wide flange QST steel sections. In: Journal of Constructional Steel Research, v. 89 (October 2013).

    https://doi.org/10.1016/j.jcsr.2013.06.009

  19. 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. In: Journal of Constructional Steel Research, v. 79 (December 2012).

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

  20. Spoorenberg, R. C. / Snijder, H. H. / Cajot, L.-G. / Popa, N. (2014): Buckling curves for heavy wide flange QST columns based on statistical evaluation. In: Journal of Constructional Steel Research, v. 101 (October 2014).

    https://doi.org/10.1016/j.jcsr.2014.05.017

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

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

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

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

  23. Delrue, S. F. / Snijder, H. H. / Bijlaard, F. S. K. / Steenbergen, H. M. G. M. (1999): Out-of-Plane Inelastic Buckling and Strength of Steel Arches. In: Journal of Structural Engineering (ASCE), v. 125, n. 3 (March 1999).

    https://doi.org/10.1061/(asce)0733-9445(1999)125:3(352)

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

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

  25. Maljaars, J. / Soetens, F. / Snijder, H. H. (2010): Local Buckling of Fire-Exposed Aluminum Members: New Design Model. In: Journal of Structural Engineering (ASCE), v. 136, n. 1 (January 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000091

  26. Snijder, H. H. (2018): Effective second moment of area of uniform built-up members. In: Stahlbau, v. 87, n. 4 (April 2018).

    https://doi.org/10.1002/stab.201810586

  27. Snijder, H. H. / van der Aa, R. P. / Hofmeyer, H. / van Hove, B. W. E. M. (2018): Lateral torsional buckling design imperfections for use in non-linear FEA. In: Steel Construction, v. 11, n. 1 (February 2018).

    https://doi.org/10.1002/stco.201810015

  28. da Silva, Luís Simões / Tankova, Trayana / Marques, Liliana / Kuhlmann, Ulrike / Kleiner, Andreas / Spiegler, Jennifer / Snijder, H. H. / Dekker, Rianne / Taras, Andreas / Popa, Nicoleta (2017): 13.02: Safety assessment across modes driven by plasticity, stability and fracture. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.425

  29. Snijder, H. H. / Dekker, R. W. A. / Teeuwen, P. A. (2017): 13.01: Net cross-section failure of steel plates at bolt holes: Numerical work and statistical assessment of design rules. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.424

  30. Hoenderkamp, J. C. D. / Snijder, H. H. (2000): Approximate analysis of high-rise frames with flexible connections. In: 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

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