Influence of continuous elastic lateral restraints on beams and beam-columns of steel-timber hybrid structures in fire-Reference-Cited by-同舟云学术

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Influence of continuous elastic lateral restraints on beams and beam-columns of steel-timber hybrid structures in fire

Published:2024-06 Issue: Volume:146 Page:104172
ISSN:0379-7112
Container-title:Fire Safety Journal
language:en
Short-container-title:Fire Safety Journal

Author:

Jeebodh Aatish,Davison Buick,McLaggan Martyn S.,Burgess Ian,Hopkin Danny,Huang Shan-Shan

Funder

EPSRC

Publisher

Elsevier BV

Reference30 articles.

1. Design Guide 37: Hybrid Steel Frames with Wood Floors;Barber,2022

2. Modelling the fire performance of steel beam to CLT connections for hybrid construction;Barber,2021

3. Experiment on restrained steel beams subjected to heating and cooling;Li;J. Constr. Steel Res.,2008

4. The Influence of Restraints on the Stability of Beams (No. 29(9));Flint,1951

5. Design of steel beams with discrete lateral restraints;McCann;J. Constr. Steel Res.,2013

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