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Research on Seismic Performance of a Two-Story, Two-Span Underground Subway Station with Split Colum...

Research on Seismic Performance of a Two-Story, Two-Span Underground Subway Station with Split Colum...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_55a19a2f4d8949a9851911a3554e4f0c

Research on Seismic Performance of a Two-Story, Two-Span Underground Subway Station with Split Columns Based on the Quasi-Static Method

About this item

Full title

Research on Seismic Performance of a Two-Story, Two-Span Underground Subway Station with Split Columns Based on the Quasi-Static Method

Publisher

Basel: MDPI AG

Journal title

Applied sciences, 2024-05, Vol.14 (10), p.4077

Language

English

Formats

Publication information

Publisher

Basel: MDPI AG

More information

Scope and Contents

Contents

The behavior of center columns in shallow-buried underground subway station structures resembles that of high-rise buildings. In both cases, these columns experience significant vertical loads during earthquake events and are susceptible to brittle failure due to inadequate deformation capacity. In this study, the design concept of split columns, c...

Alternative Titles

Full title

Research on Seismic Performance of a Two-Story, Two-Span Underground Subway Station with Split Columns Based on the Quasi-Static Method

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_55a19a2f4d8949a9851911a3554e4f0c

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_55a19a2f4d8949a9851911a3554e4f0c

Other Identifiers

ISSN

2076-3417

E-ISSN

2076-3417

DOI

10.3390/app14104077

How to access this item