Capacity of nail-plate joint when the tensile strenght perpendicular to the grain of wood is exceeded
dc.contributor | Aalto-yliopisto | fi |
dc.contributor | Aalto University | en |
dc.contributor.advisor | Kevarinmäki, Ari | |
dc.contributor.author | Rekonen, Jari | |
dc.contributor.department | Rakennus- ja maanmittaustekniikan osasto | fi |
dc.contributor.school | Teknillinen korkeakoulu | fi |
dc.contributor.school | Helsinki University of Technology | en |
dc.contributor.supervisor | Kanerva, Pekka | |
dc.date.accessioned | 2020-12-03T16:34:48Z | |
dc.date.available | 2020-12-03T16:34:48Z | |
dc.date.issued | 1993 | |
dc.identifier.uri | https://aaltodoc.aalto.fi/handle/123456789/81626 | |
dc.identifier.urn | URN:NBN:fi:aalto-2020120340464 | |
dc.language.iso | fi | en |
dc.programme.major | Talonrakennustekniikka | fi |
dc.programme.mcode | Rak-43 | fi |
dc.rights.accesslevel | closedAccess | |
dc.title | Capacity of nail-plate joint when the tensile strenght perpendicular to the grain of wood is exceeded | en |
dc.title | Naulalevyliitoksen kapasiteetti puun poikittaisen vetolujuuden ylittyessä | fi |
dc.type.okm | G2 Pro gradu, diplomityö | |
dc.type.ontasot | Master's thesis | en |
dc.type.ontasot | Pro gradu -tutkielma | fi |
dc.type.publication | masterThesis | |
local.aalto.digiauth | ask | |
local.aalto.digifolder | Aalto_89473 | |
local.aalto.idinssi | 8405 | |
local.aalto.openaccess | no |