๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Non-linear analysis of a seabed deposit subjected to the action of standing waves

โœ Scribed by H.B. Poorooshasb; Q.S. Yang; J.I. Clark


Publisher
Elsevier Science
Year
1990
Tongue
English
Weight
991 KB
Volume
13
Category
Article
ISSN
0895-7177

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Effect of wave non-linearity on the stan
โœ C. P. Tsai; T. L. Lee; J. R. C. Hsu ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 318 KB ๐Ÿ‘ 2 views

A standing wave in front of a seawall may reach a height more than twice of its incident component. When excess pore pressure occurs, it may even induce seabed instability, hence endangering the structure. This issue was studied previously using only linear wave theory. In this paper, standing-wave

NON-LINEAR WAVE-INDUCED RESPONSE OF PORO
โœ Jeng, D. S.; Lin, Y. S. ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 401 KB ๐Ÿ‘ 2 views

Conventional investigations of waves-seabed interaction problems have been only concerned with the soil response due to two-dimensional linear progressive waves over a uniform seabed. However, the effects of non-linear waves which have been reported in the literature may be significantly different.

NON-LINEAR DYNAMIC ANALYSIS OF ORTHOTROP
โœ A. Selmane; A.A. Lakis ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 331 KB

A theory is presented to predict the influence of non-linearities associated with the wall of the shell and with the fluid flow on the dynamics of elastic, thin, orthotropic and non-uniform open cylindrical shells submerged and subjected simultaneously to an internal and external fluid. The open she