AI Chat Paper
Note: Please note that the following content is generated by AMiner AI. SciOpen does not take any responsibility related to this content.
{{lang === 'zh_CN' ? '文章概述' : 'Summary'}}
{{lang === 'en_US' ? '中' : 'Eng'}}
Chat more with AI
PDF (576.9 KB)
Collect
Submit Manuscript AI Chat Paper
Show Outline
Outline
Show full outline
Hide outline
Outline
Show full outline
Hide outline
Research Article | Open Access

Asymptotic behavior of a Balakrishnan-Taylor suspension bridge

Department of Mathematics, College of Science, King Saud University, P.O. Box 2455, Riyadh 11451, Saudi Arabia
Show Author Information

Abstract

In this manuscript, we examine a nonlinear Cauchy problem aimed at describing the deformation of the deck of either a footbridge or a suspension bridge in a rectangular domain Ω = ( 0 , π ) × ( d , d ), with d << π, incorporating hinged boundary conditions along its short edges, as well as free boundary conditions along its remaining free edges. We establish the existence of solutions and the exponential decay of energy.

References

【1】
【1】
 
 
Electronic Research Archive
Pages 1646-1662

{{item.num}}

Comments on this article

Go to comment

< Back to all reports

Review Status: {{reviewData.commendedNum}} Commended , {{reviewData.revisionRequiredNum}} Revision Required , {{reviewData.notCommendedNum}} Not Commended Under Peer Review

Review Comment

Close
Close
Cite this article:
Hajjej Z. Asymptotic behavior of a Balakrishnan-Taylor suspension bridge. Electronic Research Archive, 2024, 32(3): 1646-1662. https://doi.org/10.3934/era.2024075

195

Views

7

Downloads

1

Crossref

1

Web of Science

1

Scopus

Received: 11 October 2023
Revised: 08 January 2024
Accepted: 11 January 2024
Published: 19 February 2024
©2024 the Author(s), licensee AIMS Press.

This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0)