Tragverhalten staehlerner Rahmensysteme bei Brandbeanspruchung

authored by

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.

External Organisation(s)

Fried. Krupp AG

Type

Contribution in non-scientific journal

Journal

STAHLBAU

Volume

54

Pages

280-287

No. of pages

8

ISSN

0038-9145

Publication date

09.1985

Publication status

Published

ASJC Scopus subject areas

Civil and Structural Engineering, Building and Construction, Mechanics of Materials, Mechanical Engineering, Metals and Alloys