Assessment of Eurocode 5 for fire design of timber columns

2009 ◽  
Vol 162 (4) ◽  
pp. 151-156 ◽  
Author(s):  
P. B. Cachim
Keyword(s):  
Fire Design

Merging seismic and fire design of timber buildings and potential and limitations on going high

2013 ◽  
pp. 58-65
Author(s):  
B Kasal ◽  
D Kruse ◽  
N Rüther ◽  
T Polocoser
Keyword(s):  
Fire Design

A Graphical Method for Fire Design of Reinforced Concrete Beams

2021 ◽  
Author(s):  
Gabriela B. M. L. Albuquerque ◽  
Valdir P. Silva ◽  
João Paulo C. Rodrigues
Keyword(s):  
Reinforced Concrete ◽  
Concrete Beams ◽  
Graphical Method ◽  
Reinforced Concrete Beams ◽  
Fire Design

Comparing simple analytical fire design methods for circular concrete-filled dual-tube columns

2021 ◽  
Author(s):  
Aline L. Camargo ◽  
João Paulo Correia Rodrigues ◽  
Ricardo H. Fakury
Keyword(s):  
Design Methods ◽  
Fire Design

Eurocode structural fire design of Brazilian masonry buildings

2021 ◽  
Author(s):  
Andreia Romero Fanton ◽  
Camila de Queiroz Moreira ◽  
Rangel Costa Lage ◽  
Carla Neves Costa ◽  
Luiz Carlos de Almeida ◽  
...  
Keyword(s):  
National Standard ◽  
Masonry Building ◽  
Masonry Buildings ◽  
Safety Regulation ◽  
Calculation Methods ◽  
Tabular Data ◽  
Minimum Thickness ◽  
Structural Fire ◽  
Simplified Calculation ◽  
Fire Design

<p>This paper presents a structural fire design of a loadbearing external wall from a Brazilian 3-storey structural masonry building based on Eurocode EN 1996-1-2, through an adaptation of tabular data and simplified calculation methods for buildings designed according to Brazilian standards for the ultimate and serviceability states. The building fire safety regulation of the State of São Paulo instructs the use of Eurocodes in the absence of a specific national standard for structural fire design. EN 1996-1-2 procedures are applied to provide information to Brazilian standardization, comparing results for concrete and clay units. The observed limitations in these adaptations of design methods may not be uncommon to other EU countries. Finally, for a 60-minute TRRF (Brazilian requirement), the building required a minimum thickness (Eurocode requirement) of 100/140mm for concrete units and 90/100mm for clay units.</p>

The use of the Overall Imperfection Method for fire design situation

2021 ◽  
Author(s):  
József Szalai ◽  
Samer Nemer ◽  
Ferenc Papp
Keyword(s):  
Fire Design
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