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 with Weak Interlayers
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Basel: MDPI AG
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English
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Basel: MDPI AG
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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...
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Seismic Mitigation Effect and Mechanism Analysis of Split Columns in Underground Structures in Sites with Weak Interlayers
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TN_cdi_doaj_primary_oai_doaj_org_article_8285a89460514bf295a8f256a24c4198
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https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_8285a89460514bf295a8f256a24c4198
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ISSN
2076-3417
E-ISSN
2076-3417
DOI
10.3390/app15020798