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Publicité

Markus Knobloch

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. Feldmann, Markus / Bartsch, Helen / Eyben, Felix / Bours, Anna‐Lena / Knobloch, Markus: Establishing European design rules for re‐used steel components. Dans: Steel Construction.

    https://doi.org/10.1002/stco.202300036

  2. Röscher, Stefanie / Knobloch, Markus / Derler, Christoph / Langwieser, Martin / Unterweger, Harald (2023): Fatigue behavior of girder with flange thickness transitions and cope holes ‐ tests and simulations. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).

    https://doi.org/10.1002/cepa.2401

  3. Schurgacz, Przemyslaw / Winkler, Rebekka / Knobloch, Markus (2023): Cyclic pushout tests on high‐performance concrete‐filled steel tube columns for seismic applications. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).

    https://doi.org/10.1002/cepa.2763

  4. Derler, Christoph / Unterweger, Harald / Knobloch, Markus / Röscher, Stefanie (2023): Fatigue behavior at flange thickness transitions with cope holes – design model for engineering practice. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).

    https://doi.org/10.1002/cepa.2397

  5. Ozaki, Fuminobu / Iwai, Yukina / Knobloch, Markus (2024): Experimental-studies using in-plane small-scale steel moment-resisting-frames considering load redistribution capacity during fire. Dans: Structures, v. 60 (février 2024).

    https://doi.org/10.1016/j.istruc.2024.105862

  6. Schurgacz, Przemyslaw / Knobloch, Markus (2023): Betongefüllte Hohlprofil‐Verbundstützen für Geschossbauten – Innovation und Bemessung. Dans: Stahlbau, v. 92, n. 3 (mars 2023).

    https://doi.org/10.1002/stab.202200086

  7. Schaper, Lukas / Tankova, Trayana / da Silva, Luís Simões / Knobloch, Markus (2022): Effects of state‐of‐the‐art residual stress models on the member and local stability behaviour. Dans: Steel Construction, v. 15, n. 4 (novembre 2022).

    https://doi.org/10.1002/stco.202200027

  8. Jörg, Fabian / Bours, Anna‐Lena / Winkler, Rebekka / Kuhlmann, Ulrike / Knobloch, Markus (2022): Experimental Studies on the Influence of Different Support Conditions and Structural Systems for the Lateral Torsional Buckling Behaviour of Steel Structures. Dans: ce/papers, v. 5, n. 4 (septembre 2022).

    https://doi.org/10.1002/cepa.1760

  9. Röscher, Stefanie / Knobloch, Markus (2021): Fatigue Life Prediction of Welded Girders with Flange Thickness Transitions and Cope Hole. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).

    https://doi.org/10.1002/cepa.1410

  10. Spüntrup, Hendrik Schulze / Rauch, Marion / Knobloch, Markus (2019): Comparative Study on the Fatigue Assessment Concepts for Horizontal Butt Welds of Wind Turbine Towers. Dans: ce/papers, v. 3, n. 3-4 (septembre 2019).

    https://doi.org/10.1002/cepa.1132

  11. Schulthess, Patrick / Neuenschwander, Martin / Mosalam, Khalid M. / Knobloch, Markus (2020): A computationally rigorous approach to hybrid fire testing. Dans: Computers & Structures, v. 238 (octobre 2020).

    https://doi.org/10.1016/j.compstruc.2020.106301

  12. Bours, Anna‐Lena / Winkler, Rebekka / Knobloch, Markus (2019): Ergänzende Untersuchungen zum Tragverhalten einfachsymmetrischer I‐Querschnitte unter Biegung, Druck und Torsion. Dans: Stahlbau, v. 88, n. 9 (septembre 2019).

    https://doi.org/10.1002/stab.201900060

  13. Klingsch, Eike W. / Knobloch, Markus / Fontana, Mario (2012): Development of innovative lightweight cardboard elements for sustainable constructions. Présenté pendant: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012.

    https://doi.org/10.2749/222137912805112581

  14. Winkler, Rebekka / Kindmann, Rolf / Knobloch, Markus (2019): Assessment of the plastic capacity of I-shaped cross-sections according to the partial internal forces method. Dans: Engineering Structures, v. 191 (juillet 2019).

    https://doi.org/10.1016/j.engstruct.2019.04.071

  15. Fantana, Mario / Knobloch, Markus (2004): Fire resistance of steel columns with partial loss of fire protection. Présenté pendant: IABSE Symposium: Metropolitan Habitats and Infrastructure, Shanghai, China, 22-24 September 2004.

    https://doi.org/10.2749/222137804796302202

  16. Rauch, Marion / Knobloch, Markus (2017): Challenges for tower structures of modern wind turbines. Présenté pendant: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017.

    https://doi.org/10.2749/vancouver.2017.0825

  17. Neuenschwander, Martin / Knobloch, Markus / Fontana, Mario (2017): Elevated temperature mechanical properties of solid section structural steel. Dans: Construction and Building Materials, v. 149 (septembre 2017).

    https://doi.org/10.1016/j.conbuildmat.2017.05.124

  18. Frangi, Andrea / Knobloch, Markus / Fontana, Mario (2009): Fire design of timber slabs made of hollow core elements. Dans: Engineering Structures, v. 31, n. 1 (janvier 2009).

    https://doi.org/10.1016/j.engstruct.2008.08.002

  19. Neuenschwander, Martin / Scandella, Claudio / Knobloch, Markus / Fontana, Mario (2018): Experimental validation of the damage-plasticity modeling concept for normal strength concrete in fire. Dans: Journal of Structural Fire Engineering, v. 9, n. 1 (mars 2018).

    https://doi.org/10.1108/jsfe-01-2017-0001

  20. Frangi, Andrea / Knobloch, Markus / Fontana, Mario (2010): Fire Design of Timber-Concrete Composite Slabs with Screwed Connections. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 2 (février 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000101

  21. Knobloch, Markus (2017): 00.04: Structural fire design - Developments in research and assessment of fire in steel and composite structures. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).

    https://doi.org/10.1002/cepa.44

  22. Walter, Adrian / Herbersagen, Julia / Winkler, Rebekka / Knobloch, Markus (2017): 05.07: Structural behaviour of simple steel beams subject to axial compression, biaxial bending moments and torsion. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).

    https://doi.org/10.1002/cepa.148

  23. Winkler, Rebekka / Reddel, Julia / Knobloch, Markus (2017): Geometrische Ersatzimperfektionen stabförmiger Bauteile unter Normalkraft, Biegung und Torsion. Dans: Stahlbau, v. 86, n. 8 (août 2017).

    https://doi.org/10.1002/stab.201710516

  24. Winkler, Rebekka / Niebuhr, Martin / Knobloch, Markus (2017): Geometrische Ersatzimperfektionen für Biegeknicken um die starke Querschnittsachse unter Berücksichtigung des Teilschnittgrößenverfahrens. Dans: Stahlbau, v. 86, n. 11 (novembre 2017).

    https://doi.org/10.1002/stab.201710545

  25. Knobloch, Markus / Pauli, Jacqueline / Somaini, Diego / Frangi, Andrea (2014): Cross-sectional capacity and flexural buckling resistance under fire conditions - An experimental study. Dans: Stahlbau, v. 83, n. 9 (septembre 2014).

    https://doi.org/10.1002/stab.201410195

  26. Somaini, Diego / Knobloch, Markus / Fontana, Mario (2012): Buckling of steel columns in fire: non-linear behaviour and design proposal. Dans: Steel Construction, v. 5, n. 3 (août 2012).

    https://doi.org/10.1002/stco.201210022

  27. Niederegger, P. / Knobloch, Markus / Fontana, Mario (2009): Analytical calculation model for unstiffened elements with nonlinear stress-strain relationships under uniform compression. Dans: Steel Construction, v. 2, n. 1 (mars 2009).

    https://doi.org/10.1002/stco.200910007

  28. Frangi, Andrea / Fontana, Mario / Knobloch, Markus (2008): Fire Design Concepts for Tall Timber Buildings. Dans: Structural Engineering International, v. 18, n. 2 (mai 2008).

    https://doi.org/10.2749/101686608784218716

  29. Frangi, Andrea / Fontana, Mario / Knobloch, Markus (2008): Fire safety concept for tall timber buildings. Présenté pendant: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008.

    https://doi.org/10.2749/222137908796292696

  30. Knobloch, Markus / Fontana, Mario (2007): Dehnungsabhängige Berechnung vierseitig gelagerter Querschnittselemente unter Druckbeanspruchung im Brandfall. Dans: Stahlbau, v. 76, n. 8 (août 2007).

    https://doi.org/10.1002/stab.200710054

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