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The primary objective of this study was to improve the seismic performance of steel frames.
We have investigated the performance of steel plates with nanolayered coatings consisting of [CrON/AlON]n.
But its central axle area has higher radiation because of low shield performance of steel.
This paper investigates the seismic performance of steel hollow box sections.
The ultimate behavior of steel beams deeply influences the overall performance of steel frames.
The chapter discusses the seismic performance of steel plate shear wall frames (SPSW).
It was observed that matrix strength or water/cement ratio directly influenced performance of steel fibres.
In this study, performance of steel lined tulip shaped charges is investigated numerically and experimentally.
Previous experimental studies have evaluated the ductility and shear performance of steel jacketed columns.
We have investigated the performance of steel plates with homogenous coatings of CrAlN.
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Structural performance of steel-concrete composite structures relies deeply on the characteristics of the shear connectors.
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