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Condition Assessment and Monitoring of Railway Station Concrete Structure


Banić, Davor, Ivan; Grandić, Davor
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, Argentina, 2005. str. 155-161 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


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, Argentina, 2005, 155-161

Skup
Structural Concrete ant Time

Mjesto i datum
La Plata, Argentina, 20-30.09.2005

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



POVEZANOST RADA


Projekt / tema
0082209

Ustanove
INSTITUT IGH, d.d.