| Fire behaviour of cross-laminated solid timber panels A Frangi, M Fontana, M Knobloch, G Bochicchio Fire Safety Science 9, 1279-1290, 2008 | 122 | 2008 |
| Fire design of timber-concrete composite slabs with screwed connections A Frangi, M Knobloch, M Fontana Journal of structural engineering 136 (2), 219-228, 2010 | 99 | 2010 |
| Influence of the strain-rate on the mechanical properties of mild carbon steel at elevated temperatures M Knobloch, J Pauli, M Fontana Materials & Design 49, 553-565, 2013 | 82 | 2013 |
| Strain-based approach to local buckling of steel sections subjected to fire M Knobloch, M Fontana Journal of constructional steel research 62 (1-2), 44-67, 2006 | 74 | 2006 |
| Modeling elevated-temperature mechanical behavior of high and ultra-high strength steels in structural fire design M Neuenschwander, C Scandella, M Knobloch, M Fontana Materials & Design 136, 81-102, 2017 | 59 | 2017 |
| Suitability of the damage-plasticity modelling concept for concrete at elevated temperatures: Experimental validation with uniaxial cyclic compression tests M Neuenschwander, M Knobloch, M Fontana Cement and Concrete Research 79, 57-75, 2016 | 57 | 2016 |
| A novel residual stress model for welded I-sections L Schaper, T Tankova, LS da Silva, M Knobloch Journal of Constructional Steel Research 188, 107017, 2022 | 55 | 2022 |
| Elevated temperature mechanical properties of solid section structural steel M Neuenschwander, M Knobloch, M Fontana Construction and Building Materials 149, 186-201, 2017 | 50 | 2017 |
| Experiments on steel columns under fire conditions J Pauli, D Somaini, M Knobloch, M Fontana IBK Bericht 340, 2012 | 48 | 2012 |
| Modeling thermo-mechanical behavior of concrete-filled steel tube columns with solid steel core subjected to fire M Neuenschwander, M Knobloch, M Fontana Engineering Structures 136, 180-193, 2017 | 43 | 2017 |
| Fire design of timber slabs made of hollow core elements A Frangi, M Knobloch, M Fontana Engineering Structures 31 (1), 150-157, 2009 | 37 | 2009 |
| Structural member stability verification in the new Part 1‐1 of the second generation of Eurocode 3: Part 1: Evolution of Eurocodes, background to partial factors, cross … M Knobloch, A Bureau, U Kuhlmann, LS da Silva, HH Snijder, A Taras, ... Steel Construction 13 (2), 98-113, 2020 | 30 | 2020 |
| A computationally rigorous approach to hybrid fire testing P Schulthess, M Neuenschwander, KM Mosalam, M Knobloch Computers & Structures 238, 106301, 2020 | 28 | 2020 |
| ISO standard fire tests of concrete-filled steel tube columns with solid steel core M Neuenschwander, M Knobloch, M Fontana Journal of Structural Engineering 143 (4), 04016211, 2017 | 28 | 2017 |
| The continuous strength method for steel cross-section design at elevated temperatures M Theofanous, T Propsert, M Knobloch, L Gardner Thin-Walled Structures 98, 94-102, 2016 | 28 | 2016 |
| The simplified method of the equivalent compression flange: Development based on LTB tests and residual stress measurements L Schaper, F Jörg, R Winkler, U Kuhlmann, M Knobloch Steel Construction 12 (4), 264-277, 2019 | 26 | 2019 |
| Structural behavior of steel-plate girders in shear: Experimental study and review of current design principles C Scandella, M Neuenschwander, KM Mosalam, M Knobloch, M Fontana Journal of Structural Engineering 146 (11), 04020243, 2020 | 25 | 2020 |
| Lateral torsional buckling behaviour of steel beams–On the influence of the structural system R Winkler, R Kindmann, M Knobloch Structures 11, 178-188, 2017 | 25 | 2017 |
| Fire design concepts for tall timber buildings A Frangi, M Fontana, M Knobloch Structural Engineering International 18 (2), 148-155, 2008 | 25 | 2008 |
| Steel beam‐columns subjected to fire M Knobloch, M Fontana, A Frangi Steel Construction: Design and Research 1 (1), 51-58, 2008 | 22 | 2008 |
