Pregled bibliografske jedinice broj: 1235188
Assessment of Existing Bridges using Partial Safety Factors Calibration Methods
Assessment of Existing Bridges using Partial Safety Factors Calibration Methods // Next Generation of Concrete Engineering for Post- Pandemic Europe / Salamak, Marek (ur.).
Krakov: nbi media, 2022. str. 361-368 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1235188 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Assessment of Existing Bridges using Partial
Safety Factors Calibration Methods
(Assessment of Existing Bridges using Partial Safety
Factors Calibration Methods)
Autori
Kušter Marić, Marija ; Mandić Ivanković, Ana ; Srbić, Mladen ; Skokandić, Dominik ; Franulović, Daria ; Grlić, Sara
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Next Generation of Concrete Engineering for Post- Pandemic Europe
/ Salamak, Marek - Krakov : Nbi media, 2022, 361-368
ISBN
978-83-938649-7-3
Skup
13th Central European Congress on Concrete Engineering (CCC 2022)
Mjesto i datum
Zakopane, Poljska, 13.09.2022. - 14.09.2022
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Existing structures ; Assessment ; Design Value Method ; Adjusted Partial Safety Factors Method ; Reinforced concrete
Sažetak
Numerous bridges in Croatia, as well as around the world, are currently approaching their designed service life of 50 or 100 years. They are designed according to previous codes with much lower actions, so an evaluation of their load-bearing capacity is necessary. At the European level, there is still no specific standard that would help engineers in assessment of existing structures, while the application of standards for new structures is too conservative. In this article, the assessment of two reinforced concrete bridges on the Croatian national road is presented using two methods for calibrating partial safety factors proposed in fib Bulletin 80. These are the design value method (DVM) and the adjusted partial safety factor method (APFM), which use a specified reliability index and reference period to determine a reduced value of the partial safety factor, which is then used to determine the design value of action and resistance. These methods are used to evaluate the load-bearing capacity of bridge superstructures exposed to dead load and traffic. The used methods are compared with the Eurocode for new structures and conclusions are drawn.
Izvorni jezik
Engleski
POVEZANOST RADA
Profili:
Dominik Skokandić
(autor)
Mladen Srbić
(autor)
Ana Mandić Ivanković
(autor)
Marija Kušter Marić
(autor)