Mathematical Research Data Initiative
Main page
Recent changes
Random page
Help about MediaWiki
Create a new Item
Create a new Property
Create a new EntitySchema
Merge two items
In other projects
Discussion
View source
View history
Purge
English
Log in

Finite element approach of the buried pipeline on tensionless foundation under random ground excitation

From MaRDI portal
Publication:1997906
Jump to:navigation, search

DOI10.1016/j.matcom.2019.09.004OpenAlexW2977148938WikidataQ127202832 ScholiaQ127202832MaRDI QIDQ1997906

Yang Shang Hsu

Publication date: 6 March 2021

Published in: Mathematics and Computers in Simulation (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.matcom.2019.09.004


zbMATH Keywords

finite elementWinkler foundationPasternak foundationburied pipelinedynamic elastoplasticKanai-Tajimi modelnorm \(L_2\) of displacement and stress errors


Mathematics Subject Classification ID

Thin bodies, structures (74Kxx) Numerical and other methods in solid mechanics (74Sxx) Dynamical problems in solid mechanics (74Hxx)




Cites Work

  • Unnamed Item
  • Unnamed Item
  • Analysis of the vibration of an elastic beam supported on elastic soil using the differential transform method
  • Dynamic analysis of elastoplastic models considering combined formulations of the time-domain boundary element method
  • A simple theory of plasticity
  • Simplified and refined earthquake analyses for buried pipes
  • Estimation of dynamic strains in finite end-constrained pipes in seismic areas
  • Materially nonlinear free vibration analysis of reinforced concrete beam
  • Free vibration analysis of beams on elastic foundation
Retrieved from "https://portal.mardi4nfdi.de/w/index.php?title=Publication:1997906&oldid=14461449"
Tools
What links here
Related changes
Special pages
Printable version
Permanent link
Page information
MaRDI portal item
This page was last edited on 1 February 2024, at 18:32.
Privacy policy
About MaRDI portal
Disclaimers
Imprint
Powered by MediaWiki