THREE DIMENSIONAL ANALYSIS OF DEFLECTION BEHAVIOUR ABOUT STEEL FRAMES EXPOSED TO FIRE

Response of Fire Exposed Steel Bridge Girders

Three-Dimensional Fire Codes

Binary cyclic three–dimensional array codes that can correct three–dimensional bursts (or clusters ) of errors are considered. The class of binary cyclic three–dimensional burst–error–correcting array codes, called three–dimensional Fire codes, is constructed. Several important properties such as the burst–error–correcting capability and the positions of the parity–check symbols are presented. ...

Advanced Analysis of Space Steel Frames

Numerical Analysis of Cyclic Behavior of Beam-To-Column Bolted Connections in Steel Frames

This article considers the seismic behavior of beam-to-column joints in steel frames for different bolt arrangements by using of finite element modeling. As the most important beam-to-column joint type, the beam-to-column joints with end-plate is chosen for the analysis. Four different specimens have been analyzed. These models had some differences such as bolt arrangement and the presence or a...

Predicting the mechanical behavior of steel frames exposed to elevated temperatures using artificial neural networks

The structural behavior fire-resistant steel is essential; fire-resistant steel is proven to have higher strength at elevated temperature than that of conventional steel. Also, the requirement of fire protection in the fire-resisting steel can be relaxed as compared with conventional steel structures. However, the design criteria for the application of the fire-resisting steel in steel columns ...