Tragverhalten staehlerner Rahmensysteme bei Brandbeanspruchung

verfasst von

Achim Rubert, Peter Schaumann

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.

Externe Organisation(en)

Fried. Krupp AG

Typ

Beitrag in Publikumszeitung/-zeitschrift

Journal

STAHLBAU

Band

54

Seiten

280-287

Anzahl der Seiten

8

ISSN

0038-9145

Publikationsdatum

09.1985

Publikationsstatus

Veröffentlicht

ASJC Scopus Sachgebiete

Tief- und Ingenieurbau, Bauwesen, Werkstoffmechanik, Maschinenbau, Metalle und Legierungen