论文信息 - Guidance on Numerical Modelling of Timber Concrete Composite Structures in Fire - 字舞流文

Guidance on Numerical Modelling of Timber Concrete Composite Structures in Fire

Chiara Bedon | Igor Džolev | Tomaž Hozjan | Robert Pečenko | Cvetanka Chifliganec | Chiara Bedon | T. Hozjan | R. Pečenko | Igor Džolev | Cvetanka Chifliganec

[1] I. Ashcroft,et al. The Static Failure of Adhesively Bonded Metal Laminate Structures: A Cohesive Zone Approach , 2011 .

[2] A. Frangi,et al. Fire Design of Timber-Concrete Composite Slabs with Screwed Connections , 2010 .

[3] Jean-Marc Franssen,et al. SAFIR. A thermal/structural program modelling structures under fire , 2003 .

[4] Andrea Frangi. Brandverhalten von Holz-Beton-Verbunddecken , 2001 .

[5] Jean-Marc Franssen,et al. A formulation of the Eurocode 2 concrete model at elevated temperature that includes an explicit term for transient creep , 2012 .

[6] Erik Serrano,et al. Finite element modelling of inclined screwed timber to timber connections with a large gap between the elements , 2015, European Journal of Wood and Wood Products.

[7] E. I. Saavedra Flores,et al. Multi-scale modelling of rolling shear failure in cross-laminated timber structures by homogenisation and cohesive zone models , 2016 .

[8] Miran Saje,et al. On the local stability condition in the planar beam finite element , 2001 .