Details
| Translated title of the contribution | Structural Behavior of Steel Frame Systems During Fire Stressing. |
|---|---|
| Original language | German |
| Pages | 280-287 |
| Number of pages | 8 |
| Volume | 54 |
| Issue number | 9 |
| Journal | STAHLBAU |
| Publication status | Published - Sept 1985 |
| Externally published | Yes |
Abstract
The fire resistance behavior of complete structural frame configurations under the simultaneous action of vertical and horizontal loads was investigated. There was satisfactory agreement between the experimentally obtained and calculated results. Besides fundamental insights into the load-bearing and deformation behavior, the investigations yielded a generalized representation as the basic concept for a simple and consistant fire protection engineering assessment of complete steel structures, or individual components thereof, subjected to predominantly flexural loading or endangered with regard to their stability. The failure temperatures of uniformly heated systems can be determined with reference to the load factor and the system slenderness as characteristic criteria deriving from structural design for 'cold' conditions.
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
- Engineering(all)
- Mechanics of Materials
- Engineering(all)
- Mechanical Engineering
- Materials Science(all)
- Metals and Alloys
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In: STAHLBAU, Vol. 54, No. 9, 09.1985, p. 280-287.
Research output: Contribution to specialist publication › Contribution in non-scientific journal › Transfer
}
TY - GEN
T1 - Tragverhalten staehlerner Rahmensysteme bei Brandbeanspruchung
AU - Rubert, Achim
AU - Schaumann, Peter
PY - 1985/9
Y1 - 1985/9
N2 - The fire resistance behavior of complete structural frame configurations under the simultaneous action of vertical and horizontal loads was investigated. There was satisfactory agreement between the experimentally obtained and calculated results. Besides fundamental insights into the load-bearing and deformation behavior, the investigations yielded a generalized representation as the basic concept for a simple and consistant fire protection engineering assessment of complete steel structures, or individual components thereof, subjected to predominantly flexural loading or endangered with regard to their stability. The failure temperatures of uniformly heated systems can be determined with reference to the load factor and the system slenderness as characteristic criteria deriving from structural design for 'cold' conditions.
AB - The fire resistance behavior of complete structural frame configurations under the simultaneous action of vertical and horizontal loads was investigated. There was satisfactory agreement between the experimentally obtained and calculated results. Besides fundamental insights into the load-bearing and deformation behavior, the investigations yielded a generalized representation as the basic concept for a simple and consistant fire protection engineering assessment of complete steel structures, or individual components thereof, subjected to predominantly flexural loading or endangered with regard to their stability. The failure temperatures of uniformly heated systems can be determined with reference to the load factor and the system slenderness as characteristic criteria deriving from structural design for 'cold' conditions.
UR - http://www.scopus.com/inward/record.url?scp=0022116660&partnerID=8YFLogxK
M3 - Beitrag in Publikumszeitung/-zeitschrift
AN - SCOPUS:0022116660
VL - 54
SP - 280
EP - 287
JO - STAHLBAU
JF - STAHLBAU
SN - 0038-9145
ER -