INTERACTION BETWEEN LOCAL AND OVERALL STABILITY OF ALUMINUM PLATED STRUCTURES

摘要

Appearance of the new European standards gave the opportunity to make comparison between the results of the formerly carried out experimental program and the BS. 8118. Wide ranged parametrical calculations were made to find relation between the optimum value of the ultimate load and the proportion of very thin walled aluminium sections. For case of asymmetrical section rough estimations are given.