00887nam0-2200277---450-99000919894040332120100616111555.0000919894FED01000919894(Aleph)000919894FED0100091989420100616d1989----km-y0itay50------baengy-------101yy<<The >>step into a new era of hepatitis research HCV1st international meeting hepatitis C virusSeptember 14-15, 1989 RomeOrtho diagnostic System[S.I.s.n.]198928 cmEpatiteinternational meeting hepatitis C virus1st<1989 ;Rome>508201ITUNINARICAUNIMARCBK990009198940403321IG 17 L 25DMIGIDMIGIStep into a new era of hepatitis research HCV775078UNINA02008nam 2200409z- 450 9910346775603321202102121000051045(CKB)4920000000100767(oapen)https://directory.doabooks.org/handle/20.500.12854/58933(oapen)doab58933(EXLCZ)99492000000010076720202102d2016 |y 0gerurmn|---annantxtrdacontentcrdamediacrrdacarrierSchadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte HohlkastenbrückenKIT Scientific Publishing20161 online resource (IX, 152 p. p.)Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe3-7315-0458-8 With a focus on the monitoring of concrete bridges, this study evaluates 19 different methods under realistic constraints. Then, the detailed numerical model of an unbonded post-tensioned box-girder bridge is created. There, nonlinear material laws, which have been validated by laboratory tests, are applied. Combining six different methods, the increase in cracking as a consequence of either the settlement of the pier or the decrease in the tension force can be assessed and localized.Schadensidentifikation mit modalen ParameternHistory of engineering and technologybicsscbridgesBrückenmodal-basedmodalbasiert condition assessmentZustandsbewertungHistory of engineering and technologyHaag Björnauth1328724BOOK9910346775603321Schadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte Hohlkastenbrücken3038871UNINA