Journal of Structural Fire Engineering: Volume 4 Issue 2

A Note From the Guest Editor

František Wald, Ian Burgess

Adhesion at High Temperature of FRP Bars Straight or Bent at the end of Concrete Slabs

Emidio Nigro, Giuseppe Cefarelli, Antonio Bilotta, Gaetano Manfredi, Edoardo Cosenza

Confidence in the use of Fiber Reinforced Polymer (FRP) for Reinforced Concrete (RC) members in multi-story buildings, parking garages, and industrial structures is poor due to…

Fire Resistance of RC Frame in Case of Post Earthquake Fire

Ljupco Lazarov, Meri Cvetkovska, Koce Todorov

Fire following an earthquake is an important factor causing damage to buildings and life-line structures. Therefore, besides satisfying structural design requirements for normal…

Fire Resistance of Cast Iron Columns

František Wald, Mekonnen Dagefa

Simulation of a Flush Endplate Connection at Elevated Temperatures Including Fracture Simulation

Peter Schaumann, Thomas Kirsch

Actual developments in numerical simulations of the structural behaviour in fire situation are focussed on taking into consideration the interaction of all structural members in a…

A Component-Based Model for Fin-Plate Connections in Fire

Mariati Taib, Ian Burgess

A component-based model for fin-plate connections has been developed to study the robustness of simple beam-to-column connections at elevated temperatures. The key aspect of this…

Assessment Techniques for the Evaluation of Concrete Structures After Fire

Emmanuel Annerel, Luc Taerwe

As concrete structures exposed to fire behave in most cases very well, it could be of economic interest to repair the fire damaged structure. For this purpose a damage assessment…