Pregled bibliografske jedinice broj: 239218
Condition Assessment and Monitoring of Railway Station Concrete Structure
Condition Assessment and Monitoring of Railway Station Concrete Structure // Proceedings of the fib Symposium "Structural Concrete and Time", Volume I / Angel A. Di Maio, Claudio J. Zega (ur.).
La Plata, 2005. str. 155-161 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 239218 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Condition Assessment and Monitoring of Railway Station Concrete Structure
Autori
Banić, Davor, Ivan ; Grandić, Davor
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the fib Symposium "Structural Concrete and Time", Volume I
/ Angel A. Di Maio, Claudio J. Zega - La Plata, 2005, 155-161
Skup
Structural Concrete ant Time
Mjesto i datum
La Plata, Argentina, 20.09.2005. - 30.09.2005
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
concrete structure deterioration; structural performance and safety; investigation; structural analysis; condition assessment; monitoring; experimental study
Sažetak
One of the main railway intersections in southeast Europe lies in eastern Croatian town Vinkovci. Concrete structure of railway station occupied area of 7200 m2. It was made in early 1960’ s. Structure is space frame and consists of several uniform distributed fields. Some significant deterioration of materials and concrete elements were noticed (cracking, leakage, deflection, spalling and delamination). Concrete structure was also damaged during Croatia war of independence. A wide scale of, destructive and non-destructive, field and laboratory testing were performed, including measuring dynamic parameters (accelerations, vibrations, dumping etc.), during trains driving. Precise analytical model of concrete structure is made to calibrate and verified results of experimental study. Those data were used to assess structural performance in order to determine safety of the structure. After assessment was made, continuous observation and measurement of deflections were conducted. Monitoring was conducting until concrete structure didn’ t provide appropriate safety degree for users.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo