Probabilistic Characterization of the Axial Load Bearing Capacity of a Concrete Column Exposed to the Standard Fire

Author:

Jovanović Balša,Van Coile Ruben

Publisher

Springer International Publishing

Reference17 articles.

1. Van Coile, R., Hopkin, D., Lange, D., Jomaas, G., & Bisby, L. (2019). The need for hierarchies of acceptance criteria for probabilistic risk assessments in fire engineering. Fire Technology, 55, 1111–1146. https://doi.org/10.1007/s10694-018-0746-7

2. ISO. (2020). ISO/CD TR 24679-8 fire safety engineering—Performance of structures in fire. Part 8: example of a probabilistic fire design of structures. International Organization for Standardization, Geneva, Switzerland.

3. Biasoli, F., Mancini, G., Just, M., Curbach, M., Walraven, J., Gmeiner, S., Arrieta, J., Frank, R., Morin, C., Robert, F., Poljansek, M., Kamenarova, B., Dimova, S., Pinto Vieira, A. (2014). Eurocode 2: background and applications, design of concrete buildings. Worked examples. Publications Office of the European Union, Luxemburg.

4. ISO. (2017). ISO/TR 24679-6:2017 fire safety engineering—Performance of structures in fire—Part 6: example of an eight-storey office concrete building. Geneva, Switzerland: International Organization for Standardization.

5. Franssen, J.-M., & Gernay, T. (2017). Modeling structures in fire with SAFIR®: Theoretical background and capabilities. Journal of Structural Fire Engineering, 8, 300–323. https://doi.org/10.1108/JSFE-07-2016-0010

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