Non-discretisation formulation for the non-linear analysis of semi-rigid steel frames at elevated temperatures
A Heidarpour, MA Bradford - Computers & structures, 2010 - Elsevier
This paper proposes a flexibility-based method for the analysis of steel frame structures with
semi-rigid joints subjected to fire loading. The semi-analytical non-discretisation formulation …
semi-rigid joints subjected to fire loading. The semi-analytical non-discretisation formulation …
[PDF][PDF] Simplified Model for Fire Resistance Analysis on Steel Staggered-truss System under Lateral Force
C Chen, D Zhang, G Liu - … Journal of Image, Graphics and Signal …, 2010 - mecs-press.net
In order to investigate the simplified method for the fire resistance analysis on the steel
staggered-truss system (SSTS) under the lateral force, a three-dimensional (3-D) model, a …
staggered-truss system (SSTS) under the lateral force, a three-dimensional (3-D) model, a …
Numerical assessment of structural assembly between steel beam and CFT columns under fire
FRC Lopes, A Santiago, LS da Silva… - … Events: Proceedings of …, 2010 - books.google.com
This paper presents the joint design and numerical results related to the structural behaviour
of steel beam to Concrete Filled Tubular (CFT) column assembly using reverse channel …
of steel beam to Concrete Filled Tubular (CFT) column assembly using reverse channel …