Analytical Method to Derive Overstrength of Dowel-Type Connections

dc.contributor.authorOttenhaus L-M
dc.contributor.authorLi M
dc.contributor.authorSmith T
dc.date.accessioned2018-09-30T22:59:33Z
dc.date.available2018-09-30T22:59:33Z
dc.date.issued2018en
dc.date.updated2018-08-26T22:02:29Z
dc.identifier.urihttp://hdl.handle.net/10092/16081
dc.language.isoen
dc.subjectOverstrengthen
dc.subjectDowel-type connectionsen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400510 - Structural engineeringen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400505 - Construction materialsen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineeringen
dc.subject.anzsrcField of Research::12 - Built Environment and Design::1204 - Engineering Designen
dc.subject.anzsrcFields of Research::40 - Engineering::4016 - Materials engineering::401610 - Timber, pulp and paperen
dc.subject.anzsrcField of Research::12 - Built Environment and Design::1202 - Building::120202 - Building Science and Techniquesen
dc.titleAnalytical Method to Derive Overstrength of Dowel-Type Connectionsen
dc.typeConference Contributions - Otheren
Files
Original bundle
Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
51-07-02 - Analytical approach to derive overstrength factor for timber connections.pdf
Size:
2.14 MB
Format:
Adobe Portable Document Format