01007nam2 2200289 450000003371420220111144819.020210414d2009----km-y0itay50------baitaITa-------001yyAlcyone 2000quaderni di poesia e di studi letterariMilanoG. Miano2009120 p.ill.30 cmPercorsi letterari del Duemila2001Percorsi letterari del Duemila001000034142Alcyone 2000 : quaderni di poesia e di studi letterari1772099Alcyone [Duemila]Poesia italianaSec. 20.AntologieLetteraturaLetteratura universalePoesia851.9140821Poesia italiana. 1945-1999. RaccolteITUNIPARTHENOPE20210414RICAUNIMARC000033714851-A/148080NAVA12021Alcyone 2000 : quaderni di poesia e di studi letterari1772099UNIPARTHENOPE02008nam 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