The influence of semi-rigid connections on the performance of steel framed structures in fire
Observation of fire damaged structures and recent fire tests at the Cardington LBTF have suggested that even nominally `simple' connections are capable of providing significant restraint at elevated-temperatures. As most frames are designed assuming pinned response at ambient-temperature, with...
Main Author: | Leston-Jones, Lee Christopher |
---|---|
Published: |
University of Sheffield
1997
|
Subjects: | |
Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.266019 |
Similar Items
-
The behaviour of steel and composite beam-to-column connections in fire
by: Al-Jabri, Khalifa Saif
Published: (1999) -
Integrated analysis of steel buildings under fire and explosion
by: Song, Limin
Published: (1998) -
The detection of the early stages of fire
by: Osgood, David Raymond
Published: (1996) -
Quantification of smoke produced in fires
by: Abdul Reheem, Faiz F.
Published: (1985) -
The application of fire safety of architectural design
by: Cerda, M. A.
Published: (1981)