Full-Scale Blast Tests on a Conventionally Designed Three-Story Steel Braced Frame with Composite Floor Slabs

datacite.relatedItem.firstPage865
datacite.relatedItem.issue4
datacite.relatedItem.relatedIdentifierTypeISSN
datacite.relatedItem.relatedItemIdentifier2571-631X
datacite.relatedItem.relationTypeIsPublishedIn
datacite.relatedItem.titleVibration
datacite.relatedItem.volume4
dc.contributor.authorMichalis Hadjioannou
dc.contributor.authorAldo E. McKay
dc.contributor.authorPhillip C. Benshoof
dc.date.accessioned2025-05-21T17:06:28Z
dc.date.available2025-05-21T17:06:28Z
dc.date.issued2021
dc.identifier.doihttps://doi.org/10.3390/vibration4040049
dc.identifier.otherjz000172-0048
dc.identifier.urihttps://tustorage.ulb.tu-darmstadt.de/handle/tustorage/35512
dc.publisherMDPI AG
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.subject.ddc620
dc.titleFull-Scale Blast Tests on a Conventionally Designed Three-Story Steel Braced Frame with Composite Floor Slabs
dc.typeArticle
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