Proceedings of the International Conference on Chemical, Material and Food Engineering

Marine Strata Stochastic Spectral Response

Authors
Ya Jun Wang
Corresponding Author
Ya Jun Wang
Available Online July 2015.
DOI
10.2991/cmfe-15.2015.132How to use a DOI?
Keywords
dynamic tests; dynamic shear rigidity; darine strata; stochastic spectral response; FFT
Abstract

The dynamic shear rigidity is an important function for marine soil. Due to the random fluctuation, the proper expression on marine soil dynamic shear rigidity is stochastic spectral theory. The typical marine sediments were studied here. Their dynamic characteristics were included systematically in this paper. Some key dynamic functions were established based on physical-mechanical tests for the marine sediments. Furthermore, the primary spectral functions were established here based on FFT and the stochastic spectral characteristics were offered. The analysis results show that marine strata are possessed of random mechanical nature. These results in this paper are helpful for both marine structures application and academic researches.

Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the International Conference on Chemical, Material and Food Engineering
Series
Advances in Engineering Research
Publication Date
July 2015
ISBN
978-94-62520-93-6
ISSN
2352-5401
DOI
10.2991/cmfe-15.2015.132How to use a DOI?
Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Ya Jun Wang
PY  - 2015/07
DA  - 2015/07
TI  - Marine Strata Stochastic Spectral Response
BT  - Proceedings of the International Conference on Chemical, Material and Food Engineering
PB  - Atlantis Press
SP  - 562
EP  - 565
SN  - 2352-5401
UR  - https://doi.org/10.2991/cmfe-15.2015.132
DO  - 10.2991/cmfe-15.2015.132
ID  - Wang2015/07
ER  -