论文信息 - Buckling of masonry pier under its own weight

Buckling of masonry pier under its own weight

Abstract The stability of a column made of no-tension (or low tension) material and buckling under its own weight is analysed. Piers of rectangular cross section are considered and load-deflection curves are derived in closed form.

R. Frisch-Fay | R. Frisch-Fay

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