Details
| Original language | English |
|---|---|
| Title of host publication | Structures in Fire - Proceedings of the Sixth International Conference, SiF'10 |
| Pages | 425-432 |
| Number of pages | 8 |
| Publication status | Published - 2010 |
| Event | 6th International Conference on Structures in Fire, SiF'10 - East Lansing, MI, United States Duration: 2 Jun 2010 → 4 Jun 2010 |
Publication series
| Name | Structures in Fire - Proceedings of the Sixth International Conference, SiF'10 |
|---|
Abstract
A numerical model was established in the non-linear software Safir for unbraced composite frames in fire. The model considers the sequence of construction and load history of the composite frames. In addition, it includes a local model taking semi-rigid composite joints into account. This contribution presents the key features of the model. Furthermore, the model is validated against fire tests and used to study the fire performance of unbraced composite frames. The investigations focused on the influence of base support, geometry of the frames, and location of the fire on the fire performance of unbraced composite frames. This research work is part of the ongoing European project 'Unbraced Composite Structures in Fire'.
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Mechanical Engineering
- Engineering(all)
- Safety, Risk, Reliability and Quality
- Engineering(all)
- Building and Construction
Cite this
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Structures in Fire - Proceedings of the Sixth International Conference, SiF'10. 2010. p. 425-432 (Structures in Fire - Proceedings of the Sixth International Conference, SiF'10).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - A numerical model for unbraced composite frames in fire
AU - Schaumann, P.
AU - Bahr, O.
PY - 2010
Y1 - 2010
N2 - A numerical model was established in the non-linear software Safir for unbraced composite frames in fire. The model considers the sequence of construction and load history of the composite frames. In addition, it includes a local model taking semi-rigid composite joints into account. This contribution presents the key features of the model. Furthermore, the model is validated against fire tests and used to study the fire performance of unbraced composite frames. The investigations focused on the influence of base support, geometry of the frames, and location of the fire on the fire performance of unbraced composite frames. This research work is part of the ongoing European project 'Unbraced Composite Structures in Fire'.
AB - A numerical model was established in the non-linear software Safir for unbraced composite frames in fire. The model considers the sequence of construction and load history of the composite frames. In addition, it includes a local model taking semi-rigid composite joints into account. This contribution presents the key features of the model. Furthermore, the model is validated against fire tests and used to study the fire performance of unbraced composite frames. The investigations focused on the influence of base support, geometry of the frames, and location of the fire on the fire performance of unbraced composite frames. This research work is part of the ongoing European project 'Unbraced Composite Structures in Fire'.
UR - http://www.scopus.com/inward/record.url?scp=77955799123&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:77955799123
SN - 9781605950273
T3 - Structures in Fire - Proceedings of the Sixth International Conference, SiF'10
SP - 425
EP - 432
BT - Structures in Fire - Proceedings of the Sixth International Conference, SiF'10
T2 - 6th International Conference on Structures in Fire, SiF'10
Y2 - 2 June 2010 through 4 June 2010
ER -