Zeitschriftenartikel

2018
Martin Neuenschwander; Claudio Scandella; Markus Knobloch; Mario Fontana. 2018.
"Experimental validation of the damage-plasticity modeling concept for normal strength concrete in fire".
Journal of Structural Fire Engineering accepted for publication. DOI: 10.1108/JSFE-01-2017-0001.
2017
Rebekka Winkler; Martin Niebuhr; Markus Knobloch. 2017.
"Geometrische Ersatzimperfektionen für Biegeknicken um die starke Querschnittsachse unter Berücksichtigung des Teilschnittgrößenverfahrens" [Equivalent initial imperfections for flexural buckling about the strong axis considering the partial internal forces method].
Stahlbau 86(11), 961-971. DOI: 10.1002/stab.201710545.
Rebekka Winkler; Rolf Kindmann; Markus Knobloch. 2017.
"Lateral torsional buckling behaviour of steel beams - On the influence of the structural system."
Structures 11, 178-188. DOI: 10.1016/j.istruc.2017.05.007.
Martin Neuenschwander; Claudio Scandella, Markus Knobloch; Mario Fontana. 2017.
"Modeling elevated-temperature mechanical behavior of high and ultra-high strength steels in structural fire design"
Materials and Design 136, 81-102. DOI:10.1016/j.matdes.2017.09.041.
Rebekka Winkler; Julia Reddel; Markus Knobloch. 2017.
"Geometrische Ersatzimperfektionen stabförmiger Bauteile unter Normalkraft, Biegung und Torsion" [Equivalent initial imperfections for steel members subjected to axial force, bending and torsion].
Stahlbau 86(8), 716-728. DOI: 10.1002/stab.201710516.
Martin Neuenschwander; Markus Knobloch; Mario Fontana. 2017.
"Elevated temperature mechanical properties of solid structural steel".
Construction and Building Materials 149, 186-201. DOI: 10.1016/j.conbuildmat.2017.05.124.
Rolf Kindmann; Dominik Jonczyk; Markus Knobloch. 2017.
"Plastische Querschnittstragfähigkeit von quadratischen und rechteckigen Hohlprofilen" [Plastic resistance of square and rectangular hollow sections].
Stahlbau 86(6), 479-514. DOI: 10.1002/stab.201710496.
Martin Neuenschwander; Markus Knobloch; Mario Fontana. 2017.
"Modeling thermo-mechanical behavior of concrete-filled steel tube columns with solid steel core subjected to fire".
Engineering Structures 136, 180-193. DOI: 10.1016/j.engstruct.2017.01.01.017.
Martin Neuenschwander; Markus Knobloch; Mario Fontana. 2017.
"ISO Standard fire tests of concrete-filled steel stube columns with solid steel core".
Journal of Structural Engineering 143(4). DOI: 10.1061/(ASCE)ST.1943-541X.0001695.
Martin Neuenschwander; Markus Knobloch; Mario Fontana. 2017.
"Generic model stress-strain relationship for concrete in compression at elevated temperatures".
ACI Materials Journal 114(3), 3-14. DOI: 10.14359/51689468.
Martin Neuenschwander; Markus Knobloch, Marion Fontana. 2016.
"Suitable of the damage-plasticity modelling concept for concrete at elevated temperatures: Experimental validation with uniaxial cyclic compression test."
Cement and Concrete Research 79 79, 57-75.
2016
Rolf Kindmann; Dominik Jonczyk; Markus Knobloch. 2016.
"Plastische Querschnittstragfähigkeit von kreisförmigen Hohlprofilen" [Plastic resistance of circular hollow sections].
Stahlbau 85(12), 845-852. DOI: 10.1002/stab.201610433.
Martin Neuenschwander; Markus Knobloch, Marion Fontana. 2016.
"Suitable of the damage-plasticity modelling concept for concrete at elevated temperatures: Experimental validation with uniaxial cyclic compression test."
Cement and Concrete Research 79, 57-75.
Thefanous Marios; Thomas Prospert, Markus Knobloch; Mario Fontana; Leroy Gardner. 2016.
"The continuous strength method for steel cross-section design at elevated temperatures"
Thin-Walled Structures 98, 94-102.
2015
Markus Knobloch; Jacqueline Pauli; Diego Somaini; Andrea Frangi. 2014.
"Cross-sectional capacity and flexural buckling resistance unter fire conditions: An experimental study"
Stahlbau 83(9), 657-667.
2014
Markus Knobloch; Jacqueline Pauli; Diego Somaini; Andrea Frangi. 2014.
"Cross-sectional capacity and flexural buckling resistance unter fire conditions: An experimental study"
Stahlbau 83(9), 657-667.
Markus Knobloch; Mario Fontana. 2014.
"Stability of steel structures in fire - State-of-the-art, recent studies in Switzerland and future trends"
Stahlbau 83(4), 257-264.
2013
Markus Knobloch; Jacqueline Pauli; Mario Fontana. 2013.
"Influence of the strain-rate on the mechanical properties of carbon steel at elevated temperatures"
Materials & Design 49, 553-565.
Markus Knobloch; Jacqueline Pauli; Diego Somaini; Mario Fontana. 2013.
"Stress-strain response and cross-sectional capacity of steel sections in fire"
Structures and Buildings 166(8), 444-455.
2012
Somaini, Diego; Knobloch, Markus; Fontana, Mario. 2012.
"Buckling of steel columns in fire: nonlinear behaviour and design proposal"
Steel Construction 5(3): 175-182.
Markus Knobloch; Diego Somaini; Jacqueline Pauli; Mario Fontana. 2012.
"Numerical analysis and comparative study of the cross-sectional capacity of structural steel members in fire"
Journal of Structural Fire Engineering 3(1), 19-35.
2011
Takeo Ave; Takahiro Ohtsuka; Shuj Shibata; Markus Knobloch; Mario Fontana. 2011.
"Buckling Behaviour of Cruciform Section Steel Stub Column at High Temperatures"
Journal of Structural and Construction Engineering 76(2), 437-442.
2010
Andrea Frangi; Markus Knobloch; Mario Fontana. 2010.
"Fire Design of Timber-Concrete Composite Slabs with Screwed Connections"
Journal of Structural Engineering 136(2), 219-228.
2009
Markus Knobloch. 2009.
"Local buckling behavior of steel sections subjected to fire"
Fire Safety Science 9, 1239-1254.
Andrea Frangi; Mario Fontana; Markus Knobloch; Giovanna Bochiccho. 2009.
"Fire behavior of cross-laminated solid timber panels"
Fire Safety Science 9, 1279-1290.
Philipp Niederegger; Markus Knobloch; Mario Fontana. 2009.
"Analytical calculation model for unstiffend elements with nonlinear stress-strain relationships under uniform compression"
Fire Safety Science 9, 1239-1254.
Andrea Frangi; Markus Knobloch; Mario Fontana. 2009.
"Fire design of timber slabs made of hollow core element"
Engineering Structures 31(1), 150-157.
2008
Markus Knobloch; Mario Fontana; Andrea Frangi. 2008.
"Steel beam-columns subjected to fire"
Steel Construction - Design and Research 1(1), 51-58.
Andrea Frangi; Mario Fontana; Markus Knobloch. 2008.
"Fire design concepts of tall timber buildings"
Structural Engineering lnternational 18(2), 148-155.
2007
Markus Knobloch; Mario Fontana. 2007.
"Dehnungsabhängige Berechnung vierseitig gelagerter Querschnittselemente unter Druckbeanspruchung im Brandfall [Strain-based calculation of stiffened elements in compression subjected to fire]"
Stahlbau 76(8), 521-529.
2006
Markus Knobloch; Mario Fontana. 2006.
"Strain-based approach to local buckling of steel sections subjected to fire"
Journal of Constructional Steel Research 62(1-2), 44-67
2005
Markus Knobloch; Mario Fontana. 2005.
"Load-carrying behavior of unstiffened elements at elevated temperatures in fire"
Fire Safety Science 8, 223-234.