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List of
Presentations |
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1 |
Emidio Nigro, Giuseppe Cefarelli, Iolanda Del Prete, Ana Ferraro, Domenico Sannino |
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2 |
Emidio Nigro, Ana Ferraro, Giuseppe Cefarelli |
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3 |
Markku Heinisuo, Jyri Outinen |
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4 |
Christoph Klinzmann |
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5 |
Jochen Zehfuss |
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6 |
Kamila Horová, František Wald |
EN 1991-1-2: Definition of use of parametric time-temperature curve |
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7 |
Kamila Horová, Guillermo Rein, Jamie Stern-Gottfried, Angus Law, František Wald |
EN 1991-1-2: Add design fire model of travelling fire into advanced design fire models |
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8 |
Kamila Horová, František Wald |
EN 1991-1-2: Fire load densities for different occupancies |
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9 |
Kamila Horová, František Wald |
EN 1991-1-2: The maximum rate of heat release for different occupancies |
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10 |
Jerneja Kolšek, Robert Pečenko, Tomaž Hozjan |
EN 1991-1-2: Parametric temperature-time curves (parameter Γ) |
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11 |
Jerneja Kolšek, Robert Pečenko, Tomaž Hozjan |
EN 1991-1-2: Parametric temperature-time curves (parameter Γ in decay phase) |
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EN 1992-1-2 |
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12 |
Robert Kowalski |
EN 1992-1-2: Calculation of cross-section load bearing capacity of flexural RC members subjected to fire |
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13 |
Jan Bednář, František Wald |
EN 1992-1-2: Material properties of steel fibre-concrete at elevated temperature |
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14 |
Meri Cvetkovska |
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EN 1993-1-2 |
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15 |
Joao Paulo Rodriguez, António Correia |
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16 |
Joao Paulo Rodriguez, António Correia |
EN 1993-1-2: Interaction Diagrams Axial Force-Bending Moment for steel sections embedded in walls |
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17 |
Paulo Vila Real, Carlos Couto, Nuno Lopes |
EN 1993-1-2: Buckling lengths of columns of unbraced frames under fire conditions |
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18 |
Frederic Marimon, Ana Lacasta, Miquel Ferrer and Miquel Casafont, Ignacio Gonzalez |
EN 1993-1-2: Section factor Am/V in columns with asymmetric heating |
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19 |
Markku Heinisuo |
EN 1993-1-2: Shear resistance of plate in non-uniform elevated temperature |
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20 |
Paulo Vila Real, Nuno Lopes |
EN 1993-1-2: Lateral-torsional buckling resistance moment in case of fire |
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21 |
Nuno Lopes, Paulo Vila Real |
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22 |
Nuno Lopes, Paulo Vila Real |
EN 1993-1-2: Flexural buckling resistance of stainless steel columns in case of fire |
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23 |
Paulo Vila Real, Nuno Lopes |
EN 1993-1-2: Lateral-torsional buckling resistance moment of stainless steel beams in case of fire |
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24 |
Leslaw Kwasniewski, Piotr Smardz |
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25 |
Jiří Jirků, František Wald |
EN 1993-1-2: Emissivity of zinc coated members if fire design |
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26 |
Tomáš Jána, František Wald |
EN 1993-1-2: Temperature of fire protected connection in unprotected steel structure at fire |
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EN 1994-1-2 |
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27 |
Emidio Nigro, Giuseppe Cefarelli, Iolanda Del Prete, Domenico Sannino |
EN 1994-1-2: Simplified method for partially encased composite beams |
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28 |
Peter Schaumann, Waldemar Weisheim |
EN 1994-1-2: Structural behaviour of composite columns (simple calculation model) |
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29 |
Leslaw Kwasniewski, Piotr Smardz |
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EN 1995-1-2 |
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30 |
Petr Kuklík, Magdaléna Dufková, Václav Rada |
EN 1995-1-2: Time of start of charring of protected members , time of the fire resistance of the unprotected connection for parametric fire exposure |
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31 |
Petr Kuklík, Magdaléna Dufková, Václav Rada |
EN 1995-1-2: Charring rate for load-bearing floor joists and wall studs in assemblies whose cavities are completely filled with insulation |
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New Eurocode on FRP |
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32 |
Emidio Nigro, Antonio Bilotta, Giuseppe Cefarelli |
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