Log in to save to my catalogue

Deformation-based longitudinal equivalent stiffness beam model for shield tunnel and its application...

Deformation-based longitudinal equivalent stiffness beam model for shield tunnel and its application...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_f6a51a003db84159acdc0a399a735c2f

Deformation-based longitudinal equivalent stiffness beam model for shield tunnel and its application in seismic deformation method

About this item

Full title

Deformation-based longitudinal equivalent stiffness beam model for shield tunnel and its application in seismic deformation method

Publisher

Shanghai: Elsevier B.V

Journal title

Underground space (Beijing), 2024-08, Vol.17, p.280-299

Language

English

Formats

Publication information

Publisher

Shanghai: Elsevier B.V

More information

Scope and Contents

Contents

In the longitudinal seismic deformation method for shield tunnels, one of the most commonly used is the longitudinal equivalent stiffness beam model (LES) for simulating the mechanical behavior of the lining. In this model, axial deformation and bending deformation are independent, so the equivalent stiffness is a constant value. However, the actua...

Alternative Titles

Full title

Deformation-based longitudinal equivalent stiffness beam model for shield tunnel and its application in seismic deformation method

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_f6a51a003db84159acdc0a399a735c2f

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_f6a51a003db84159acdc0a399a735c2f

Other Identifiers

ISSN

2467-9674,2096-2754

E-ISSN

2467-9674

DOI

10.1016/j.undsp.2023.11.014

How to access this item