Pregled bibliografske jedinice broj: 1138089
Bridge Case Studies on the Assignment of Partial Safety Factors for the Assessment of Existing Structures
Bridge Case Studies on the Assignment of Partial Safety Factors for the Assessment of Existing Structures // 18th International Probabilistic Workshop / Matos, J.C. et al. (eds.) (ur.).
Basel: Springer, 2021. str. 205-218 doi:10.1007/978-3-030-73616-3_13 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), ostalo)
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Naslov
Bridge Case Studies on the Assignment of Partial
Safety Factors for the Assessment of Existing
Structures
Autori
Orcesi, Andre ; Boros, Vazul ; Kušter Marić, Marija ; Mandić Ivanković, Ana ; Sykora, Miroslav ; Caspeele, Robby ; Kohler, Jochen ; O'Connor, Alan ; Schmidt, Franyisca ; Salvatore, Bernando Di ; Makhoul, Nisrine
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), ostalo
Izvornik
18th International Probabilistic Workshop
/ Matos, J.C. et al. (eds.) - Basel : Springer, 2021, 205-218
ISBN
978-3-030-73616-3
Skup
18th International Probabilistic Workshop (IPW2020)
Mjesto i datum
Guimarães, Portugal, 12.05.2021. - 14.05.2021
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Existing structures, Bridges, Case study, Reinforced concrete, Partial safety factors
Sažetak
Aging bridges in combination with an ever-growing traffic volume are a matter of concern all over the world. Consequently, the reassessment of existing bridges is gaining importance rapidly. This paper presents two bridge case studies considered within the IABSE Task Group 1.3 “Calibration of Partial Safety Factors for the Assessment of Existing Bridges”. The so-called design value method (DVM) and adjusted partial factor method (APFM), introduced in fib Bulletin 80 and both relying on a partial factor format, are considered in this paper. The objectives are (i) to illustrate how DVM and APFM can be used when specifying partial safety factors for assessment of existing bridges, and (ii) to discuss some of the assumptions that are implied by these methods. Two case studies are considered for illustration in this paper: a single span reinforced concrete slab and a 3-span continuous reinforced concrete slab.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus