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Electro slag remelting is shortly examined as an example of unconventional method for steel refining, inclusion control, and structure improvement.
This paper studies a new launching method for steel bridges based on a self-supporting deck system.
In British standards, the finite element method is recommended as a rigorous method for steel bridge fatigue analysis.
This paper will present how to make the design curve of those steel sections; therefore, the chart-based method for steel designs can be implemented.
Presented in this paper is a design optimization method for steel building frameworks subjected to seismic loading using a nonlinear response history analysis procedure.
The forces in the members are obtained from simple elastic theory based on a previously published method for steel structures in fire.
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The aim of this paper is to compare the accuracy of the different revised methods for steel beam-columns.
However, most of previously developed image assessment methods for steel bridge rust inspection could not directly deal with acquired images.
Design-by-analysis methods for steel structures are receiving considerable attention from professional engineers, researchers and standard-writing groups.
Over the past few years, many research groups have worked on correcting and improving the accuracy of the available design methods for steel members.
Furthermore, the work presented in this paper will provide results suitable for use in benchmarking numerical and analytical modelling methods for steel fibre reinforced concrete, as the experimental programme also included extensive testing of material properties.
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