Log in to save to my catalogue

Seismic Mitigation Effect and Mechanism Analysis of Split Columns in Underground Structures in Sites...

Seismic Mitigation Effect and Mechanism Analysis of Split Columns in Underground Structures in Sites...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_8285a89460514bf295a8f256a24c4198

Seismic Mitigation Effect and Mechanism Analysis of Split Columns in Underground Structures in Sites with Weak Interlayers

About this item

Full title

Seismic Mitigation Effect and Mechanism Analysis of Split Columns in Underground Structures in Sites with Weak Interlayers

Author / Creator

Publisher

Basel: MDPI AG

Journal title

Applied sciences, 2025-01, Vol.15 (2), p.798

Language

English

Formats

Publication information

Publisher

Basel: MDPI AG

More information

Scope and Contents

Contents

The seismic damage of underground structures has been extensively investigated, and it has been demonstrated that underground structures located at weak interlayer sites are more prone to damage. In this study, a two-story two-span rectangular frame subway station structure is analyzed. A two-dimensional soil-underground structure model is develope...

Alternative Titles

Full title

Seismic Mitigation Effect and Mechanism Analysis of Split Columns in Underground Structures in Sites with Weak Interlayers

Authors, Artists and Contributors

Author / Creator

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_8285a89460514bf295a8f256a24c4198

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_8285a89460514bf295a8f256a24c4198

Other Identifiers

ISSN

2076-3417

E-ISSN

2076-3417

DOI

10.3390/app15020798

How to access this item