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Seismic Response and Mitigation Analysis of a Subway Station in the Site with Weak Interlayers

Seismic Response and Mitigation Analysis of a Subway Station in the Site with Weak Interlayers

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_84dbd35d7f034b9eb1f4b4e8d2a8400b

Seismic Response and Mitigation Analysis of a Subway Station in the Site with Weak Interlayers

About this item

Full title

Seismic Response and Mitigation Analysis of a Subway Station in the Site with Weak Interlayers

Publisher

Basel: MDPI AG

Journal title

Applied sciences, 2024-08, Vol.14 (15), p.6608

Language

English

Formats

Publication information

Publisher

Basel: MDPI AG

More information

Scope and Contents

Contents

Challenges related to seismic performance and seismic mitigation are more pronounced in the presence of weak interlayers compared to typical layered soil conditions. This study focuses on a double-layer double-span rectangular frame subway station structure. A coupled static–dynamic finite element analysis model of the soil-structure system is esta...

Alternative Titles

Full title

Seismic Response and Mitigation Analysis of a Subway Station in the Site with Weak Interlayers

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_84dbd35d7f034b9eb1f4b4e8d2a8400b

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_84dbd35d7f034b9eb1f4b4e8d2a8400b

Other Identifiers

ISSN

2076-3417

E-ISSN

2076-3417

DOI

10.3390/app14156608

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