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Overturning resistance of high towers of variable section on a deformable base

โœ Scribed by N. K. Snitko

Book ID
112595650
Publisher
Springer
Year
1974
Tongue
English
Weight
439 KB
Volume
11
Category
Article
ISSN
0038-0741

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A conceptually new structural design approach has recently been proposed by the authors to predict the resistance of stainless steel members subjected to various types of loading with cross-sections formed from thin flat plates including angles, channels, lipped channels, I-sections and rectangular