Mohammad Uddin, Rajesh Fernando
Open Access Journal of Engineering Applications · doi:10.55555/oajea.1990.1402.008
Recent failures in power distribution networks have drawn attention to the inadequate treatment of steel frame structures. Data collected from several installations in power distribution networks form the basis of the empirical correlations presented. The predicted and measured responses differ by no more than 34% throughout the test range. The recommendations arising from this work can be applied with little additional expenditure.
This full text was produced by the journal’s retrospective digitisation programme. Section headings follow the printed original.
The method is described in the printed article, of which the PDF galley is a faithful rendition.
Results are reported in full in the PDF, together with the figures and tables referenced above.
The reference list attached to this record is structured, and the article is deposited with a DOI so it can be cited exactly as it was in print.