Finite element approach of the buried pipeline on tensionless foundation under random ground excitation
type: Item
instance of: scholarly article
title: Finite element approach of the buried pipeline on tensionless foundation under random ground excitation
author: Yang Shang Hsu
published in: Mathematics and Computers in Simulation
publication date: 2021-03-06T00:00:00Z
Mathematics Subject Classification ID: 74Sxx
Mathematics Subject Classification ID: 74Kxx
Mathematics Subject Classification ID: 74Hxx
zbMATH DE Number: 7317971
zbMATH Keywords: buried pipeline
zbMATH Keywords: dynamic elastoplastic
zbMATH Keywords: Kanai-Tajimi model
zbMATH Keywords: finite element
zbMATH Keywords: norm \(L_2\) of displacement and stress errors
zbMATH Keywords: Pasternak foundation
zbMATH Keywords: Winkler foundation
MaRDI profile type: Publication
full work available at URL: j.matcom.2019.09.004
OpenAlex ID: W2977148938
cites work: Analysis of the vibration of an elastic beam supported on elastic soil using the differential transform method
cites work: Simplified and refined earthquake analyses for buried pipes
cites work: Estimation of dynamic strains in finite end-constrained pipes in seismic areas
cites work: Materially nonlinear free vibration analysis of reinforced concrete beam
cites work: Q3216074
cites work: A simple theory of plasticity
cites work: Dynamic analysis of elastoplastic models considering combined formulations of the time-domain boundary element method
cites work: Free vibration analysis of beams on elastic foundation
cites work: Finite element method. Vol. 1: The basis.
Wikidata QID: Q127202832
DOI: 10.1016/J.MATCOM.2019.09.004
description: scientific article; zbMATH DE number 7317971