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: | |
---|---|
Published: |
University of Sheffield
1997
|
Subjects: | |
Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.266019 |