๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Buckling of masonry pier under its own weight

โœ Scribed by R. Frisch-Fay


Publisher
Elsevier Science
Year
1980
Tongue
English
Weight
391 KB
Volume
16
Category
Article
ISSN
0020-7683

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


A circular elastic cylinder under its ow
โœ Jiann-Quo Tarn; Wei-Der Tseng; Hsi-Hung Chang ๐Ÿ“‚ Article ๐Ÿ“… 2009 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 655 KB

An exact analysis of deformation and stress field in a finite circular elastic cylinder under its own weight is presented, with emphasis on the end effect. The problem is formulated on the basis of the state space formalism for axisymmetric deformation of a transversely isotropic body. Upon delineat

Bessel functions and buckling of the uni
โœ Jean Daniel ๐Ÿ“‚ Article ๐Ÿ“… 1984 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 464 KB

## If one considers the set of vertical and horizontal loads applied to the column with constant inertia, the classical homogeneous Euler differential equation of the third-order expressing the behavior of the column under its own weight uniformly distributed along the vertical axis is transformed i