Details
| Titel in Übersetzung | Structural Behavior of Steel Frame Systems During Fire Stressing. |
|---|---|
| Originalsprache | Deutsch |
| Seiten | 280-287 |
| Seitenumfang | 8 |
| Band | 54 |
| Ausgabenummer | 9 |
| Fachzeitschrift | STAHLBAU |
| Publikationsstatus | Veröffentlicht - Sept. 1985 |
| Extern publiziert | Ja |
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 Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
- Ingenieurwesen (insg.)
- Werkstoffmechanik
- Ingenieurwesen (insg.)
- Maschinenbau
- Werkstoffwissenschaften (insg.)
- Metalle und Legierungen
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
in: STAHLBAU, Jahrgang 54, Nr. 9, 09.1985, S. 280-287.
Publikation: Beitrag in nicht-wissenschaftlicher/populärwissenschaftlicher Zeitschrift/Zeitung › Beitrag in Publikumszeitung/-zeitschrift › 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 -