Matches in Wikidata for { <http://www.wikidata.org/entity/Q58844583> ?p ?o ?g. }
Showing items 1 to 50 of
50
with 100 items per page.
- Q58844583 description "article scientifique publié en 2015" @default.
- Q58844583 description "im Juni 2015 veröffentlichter wissenschaftlicher Artikel" @default.
- Q58844583 description "wetenschappelijk artikel" @default.
- Q58844583 description "наукова стаття, опублікована в червні 2015" @default.
- Q58844583 name "A hybrid procedure to identify the optimal stiffness coefficients of elastically restrained beams" @default.
- Q58844583 name "A hybrid procedure to identify the optimal stiffness coefficients of elastically restrained beams" @default.
- Q58844583 type Item @default.
- Q58844583 label "A hybrid procedure to identify the optimal stiffness coefficients of elastically restrained beams" @default.
- Q58844583 label "A hybrid procedure to identify the optimal stiffness coefficients of elastically restrained beams" @default.
- Q58844583 prefLabel "A hybrid procedure to identify the optimal stiffness coefficients of elastically restrained beams" @default.
- Q58844583 prefLabel "A hybrid procedure to identify the optimal stiffness coefficients of elastically restrained beams" @default.
- Q58844583 P1433 Q58844583-1992C520-CEB6-4B54-AD8F-FAC0B50FE9A5 @default.
- Q58844583 P1476 Q58844583-1EB65917-9A3E-4306-A9CD-D9526755406C @default.
- Q58844583 P2093 Q58844583-94ED2892-78AC-4270-BC17-06505C8E7C29 @default.
- Q58844583 P2093 Q58844583-CCDEE3CD-1015-4976-BC1F-3818998F57D3 @default.
- Q58844583 P2093 Q58844583-EE28D01D-D8B9-4473-90A2-A512A5A21672 @default.
- Q58844583 P2093 Q58844583-FC07DDDC-F136-431F-B5D4-30D900E1A01C @default.
- Q58844583 P275 Q58844583-ad5feb04-d1ac-4169-8ae5-05b09ecf35ac @default.
- Q58844583 P2860 Q58844583-5B06A2DF-620B-47A4-8157-9C298FBB289C @default.
- Q58844583 P2860 Q58844583-B47FABF2-97C8-40D1-B5E3-68D908B2AC14 @default.
- Q58844583 P2860 Q58844583-F0DEDF82-7C1E-4DFF-ACCF-D66BFDAF33A3 @default.
- Q58844583 P304 Q58844583-B9D1182D-9BC9-41B3-B8DB-DB96EBB6E31F @default.
- Q58844583 P31 Q58844583-A0C76EEC-F7BF-45EC-A397-920A4C458193 @default.
- Q58844583 P356 Q58844583-28C532BE-3AF7-4F02-A86D-D227A4C05EC9 @default.
- Q58844583 P433 Q58844583-2E2AA0C9-2C26-4E17-8F2D-8E82A02C60B2 @default.
- Q58844583 P478 Q58844583-9A37D7F2-AA93-42A9-B8C0-4799A9D6A1F2 @default.
- Q58844583 P577 Q58844583-BAD95A5F-8716-49F2-9FAB-50E72FFEA027 @default.
- Q58844583 P6104 Q58844583-8F4A6BD2-622B-436C-A167-2F45281A90F5 @default.
- Q58844583 P6216 Q58844583-4f79cd5e-e341-4f8e-97d4-d8b53f2cfbc4 @default.
- Q58844583 P894 Q58844583-F28A4BD6-A820-4106-9919-BD3CCC45387B @default.
- Q58844583 P356 AMCS-2015-0019 @default.
- Q58844583 P1433 Q127774 @default.
- Q58844583 P1476 "A hybrid procedure to identify the optimal stiffness coefficients of elastically restrained beams" @default.
- Q58844583 P2093 "Joaquim Barbosa" @default.
- Q58844583 P2093 "Maria Loja" @default.
- Q58844583 P2093 "Nuno Maia" @default.
- Q58844583 P2093 "Tiago Silva" @default.
- Q58844583 P275 Q24082749 @default.
- Q58844583 P2860 Q29040965 @default.
- Q58844583 P2860 Q58844668 @default.
- Q58844583 P2860 Q58844723 @default.
- Q58844583 P304 "245-257" @default.
- Q58844583 P31 Q13442814 @default.
- Q58844583 P356 "10.1515/AMCS-2015-0019" @default.
- Q58844583 P433 "2" @default.
- Q58844583 P478 "25" @default.
- Q58844583 P577 "2015-06-01T00:00:00Z" @default.
- Q58844583 P6104 Q8487137 @default.
- Q58844583 P6216 Q50423863 @default.
- Q58844583 P894 "1322.93033" @default.