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Markus Knobloch ORCID

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. Faghihi, Faranak / Neuenschwander, Martin / Knobloch, Markus (2024): Advances in hybrid fire simulation – A novel stiffness-update method for real-time implementation. In: Journal of Constructional Steel Research, v. 223 (December 2024).

    https://doi.org/10.1016/j.jcsr.2024.108974

  2. Feldmann, Markus / Bartsch, Helen / Eyben, Felix / Bours, Anna‐Lena / Knobloch, Markus (2024): Establishing European design rules for re‐used steel components. In: Steel Construction, v. 17, n. 2 (April 2024).

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

  3. 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. In: ce/papers, v. 6, n. 3-4 (September 2023).

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

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

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

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

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

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

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

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

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

  8. 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. In: Steel Construction, v. 15, n. 4 (November 2022).

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

  9. 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. In: ce/papers, v. 5, n. 4 (September 2022).

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

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

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

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

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

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

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

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

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

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

    https://doi.org/10.2749/222137912805112581

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

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

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

    https://doi.org/10.2749/222137804796302202

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

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

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

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

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

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

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

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

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

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

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

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

  23. 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. In: ce/papers, v. 1, n. 2-3 (September 2017).

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

  24. Winkler, Rebekka / Niebuhr, Martin / Knobloch, Markus (2017): Geometrische Ersatzimperfektionen für Biegeknicken um die starke Querschnittsachse unter Berücksichtigung des Teilschnittgrößenverfahrens. In: Stahlbau, v. 86, n. 11 (November 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. In: Stahlbau, v. 83, n. 9 (September 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. In: Steel Construction, v. 5, n. 3 (August 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. In: Steel Construction, v. 2, n. 1 (March 2009).

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

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

    https://doi.org/10.2749/101686608784218716

  29. Frangi, Andrea / Fontana, Mario / Knobloch, Markus (2008): Fire safety concept for tall timber buildings. Presented at: 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. In: Stahlbau, v. 76, n. 8 (August 2007).

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

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