RB-MPDC5

Description

FardisEtAl2011_RB-MPDC1 Europe In the following table the bridges used for the analyses together with their features are reported:$Paragraph$Road Bridges with Monolithic Deck-Pier Connection (RB-MPDC)$Paragraph$lb (m) hp (m) Cross-section Nb. of piers Nb. of columns Design PGA (g) Bridge Code $Paragraph$80 10 C 1 1 0.00 RB-MPDC1 $Paragraph$80 10 C 1 1 0.25 RB-MPDC2 $Paragraph$120 10 C 1 2 0.00 RB-MPDC3 $Paragraph$120 10 C 1 2 0.25 RB-MPDC4 $Paragraph$80 10 H 1 1 0.25 RB-MPDC5 $Paragraph$80 10 H 1 1 0.00 RB-MPDC6 $Paragraph$80 25 H 1 1 0.00 RB-MPDC7 $Paragraph$80 25 H 1 1 0.25 RB-MPDC8 $Paragraph$120 10 H 1 1 0.00 RB-MPDC9 $Paragraph$120 10 H 1 1 0.25 RB-MPDC10 $Paragraph$120 25 H 1 1 0.25 RB-MPDC11 $Paragraph$120 25 H 1 1 0.00 RB-MPDC12 $Paragraph$80 10 R 1 1 0.00 RB-MPDC13 $Paragraph$80 10 R 1 1 0.25 RB-MPDC14 $Paragraph$120 10 R 1 1 0.00 RB-MPDC15 $Paragraph$120 10 R 1 1 0.25 RB-MPDC16 $Paragraph$$Paragraph$Road Bridges with Bearings (RB-B)$Paragraph$lb (m) hp (m) Cross-section Nb. of piers Nb. of columns Design PGA (g) Bridge Code $Paragraph$80 10 C 1 1 0.00 RB-B1 $Paragraph$80 10 C 1 1 0.25 RB-B2 $Paragraph$120 10 C 1 2 0.00 RB-B3 $Paragraph$120 10 C 1 2 0.25 RB-B4 $Paragraph$80 10 H 1 1 0.00 RB-B5 $Paragraph$80 10 H 1 1 0.25 RB-B6 $Paragraph$80 25 H 1 1 0.25 RB-B7 $Paragraph$80 25 H 1 1 0.00 RB-B8 $Paragraph$120 10 H 1 1 0.00 RB-B9 $Paragraph$120 10 H 1 1 0.25 RB-B10 $Paragraph$120 25 H 1 1 0.25 RB-B11 $Paragraph$120 25 H 1 1 0.00 RB-B12 $Paragraph$80 10 R 1 1 0.00 RB-B13 $Paragraph$80 10 R 1 1 0.25 RB-B14 $Paragraph$120 10 R 1 1 0.00 RB-B15 $Paragraph$120 10 R 1 1 0.25 RB-B16 $Paragraph$$Paragraph$Road Bridges with Bearings and Monolithic Central Pier (RB-BMCP)$Paragraph$lb (m) hp (m) Cross-section Nb. of piers Nb. of columns Design PGA (g) Bridge Code $Paragraph$160 10 C 3 1 0.00 RB-BMCP1 $Paragraph$160 10 R 3 1 0.00 RB-BMCP2 $Paragraph$160 10 H 3 1 0.00 RB-BMCP3 $Paragraph$160 25 H 3 1 0.00 RB-BMCP4 $Paragraph$$Paragraph$RailWay Bridges with Bearings and Monolithic Central Pier (RWB-BMCP)$Paragraph$lb (m) hp (m) Cross-section Nb. of piers Nb. of columns Design PGA (g) Bridge Code $Paragraph$160 10 C 3 1 0.00 RWB-BMCP1 $Paragraph$160 10 R 3 1 0.00 RWB-BMCP2 $Paragraph$160 10 H 3 1 0.00 RWB-BMCP3 $Paragraph$160 25 H 3 1 0.00 RWB-BMCP4 $Paragraph$$Paragraph$RailWay Bridges with Monolithic Deck-Pier Connection (RWB-MPDC)$Paragraph$lb (m) hp (m) Cross-section Nb. of piers Nb. of columns Design PGA (g) Bridge Code $Paragraph$80 10 C 1 1 0.00 RWB-MPDC1 $Paragraph$80 10 C 1 1 0.25 RWB-MPDC2 $Paragraph$120 10 C 2 1 0.00 RWB-MPDC3 $Paragraph$120 10 C 2 1 0.25 RWB-MPDC4 $Paragraph$160 10 C 3 1 0.00 RWB-MPDC5 $Paragraph$160 10 C 3 1 0.25 RWB-MPDC6 $Paragraph$240 10 C 5 1 0.25 RWB-MPDC7 $Paragraph$240 10 C 5 1 0.00 RWB-MPDC8 $Paragraph$80 10 H 1 1 0.00 RWB-MPDC9 $Paragraph$80 10 H 1 1 0.25 RWB-MPDC10 $Paragraph$80 25 H 1 1 0.00 RWB-MPDC11 $Paragraph$80 25 H 1 1 0.25 RWB-MPDC12 $Paragraph$120 10 H 2 1 0.00 RWB-MPDC13 $Paragraph$120 10 H 2 1 0.25 RWB-MPDC14 $Paragraph$120 25 H 2 1 0.00 RWB-MPDC15 $Paragraph$120 25 H 2 1 0.25 RWB-MPDC16 $Paragraph$160 10 H 3 1 0.00 RWB-MPDC17 $Paragraph$160 10 H 3 1 0.25 RWB-MPDC18 $Paragraph$160 25 H 3 1 0.00 RWB-MPDC19 $Paragraph$160 25 H 3 1 0.25 RWB-MPDC20 $Paragraph$240 10 H 5 1 0.00 RWB-MPDC21 $Paragraph$240 10 H 5 1 0.25 RWB-MPDC22 $Paragraph$240 25 H 5 1 0.00 RWB-MPDC23 $Paragraph$240 25 H 5 1 0.25 RWB-MPDC24 $Paragraph$80 10 R 1 1 0.00 RWB-MPDC25 $Paragraph$80 10 R 1 1 0.25 RWB-MPDC26 $Paragraph$120 10 R 2 1 0.00 RWB-MPDC27 $Paragraph$120 10 R 2 1 0.25 RWB-MPDC28 $Paragraph$160 10 R 3 1 0.00 RWB-MPDC29 $Paragraph$160 10 R 3 1 0.25 RWB-MPDC30 $Paragraph$240 10 R 5 1 0.00 RWB-MPDC31 $Paragraph$240 10 R 5 1 0.25 RWB-MPDC32 $Paragraph$$Paragraph$RailWay Bridges with Bearings (RWB-B)$Paragraph$lb (m) hp (m) Cross-section Nb. of piers Nb. of columns Design PGA (g) Bridge Code $Paragraph$80 10 C 1 2 0.00 RWB-B1 $Paragraph$80 10 C 1 2 0.25 RWB-B2 $Paragraph$120 10 C 2 2 0.00 RWB-B3 $Paragraph$120 10 C 2 2 0.25 RWB-B4 $Paragraph$160 10 C 3 2 0.00 RWB-B5 $Paragraph$160 10 C 3 2 0.25 RWB-B6 $Paragraph$240 10 C 5 2 0.00 RWB-B7 $Paragraph$240 10 C 5 2 0.25 RWB-B8 $Paragraph$80 10 H 1 1 0.00 RWB-B9 $Paragraph$80 10 H 1 1 0.25 RWB-B10 $Paragraph$80 25 H 1 1 0.25 RWB-B11 $Paragraph$80 25 H 1 1 0.00 RWB-B12 $Paragraph$120 25 H 2 1 0.00 RWB-B13 $Paragraph$120 25 H 2 1 0.25 RWB-B14 $Paragraph$120 10 H 2 1 0.25 RWB-B15 $Paragraph$120 10 H 2 1 0.00 RWB-B16 $Paragraph$160 10 H 3 1 0.00 RWB-B17 $Paragraph$160 10 H 3 1 0.25 RWB-B18 $Paragraph$160 25 H 3 1 0.00 RWB-B19 $Paragraph$160 25 H 3 1 0.25 RWB-B20 $Paragraph$240 10 H 5 1 0.00 RWB-B21 $Paragraph$240 10 H 5 1 0.25 RWB-B22 $Paragraph$240 25 H 5 1 0.00 RWB-B23 $Paragraph$240 25 H 5 1 0.25 RWB-B24 $Paragraph$80 10 R 1 1 0.00 RWB-B25 $Paragraph$80 10 R 1 1 0.25 RWB-B26 $Paragraph$120 10 R 2 1 0.00 RWB-B27 $Paragraph$120 10 R 2 1 0.25 RWB-B28 $Paragraph$160 10 R 3 1 0.00 RWB-B29 $Paragraph$160 10 R 3 1 0.25 RWB-B30 $Paragraph$240 10 R 5 1 0.00 RWB-B31 $Paragraph$240 10 R 5 1 0.25 RWB-B32 $Paragraph$Fragility functions were constructed accounting for the model uncertainty for demand and capacity, the dispersion of material and geometric properties and the uncertainty of spectral values. Fragility parameters: Medians=[0.273, 1.402], Standard deviations=[0.12, 0.616] Syner-G taxonomy: MM1= MM2= TD1= TD2= DC= DSS= PDC= TC1= NP= TS1= TS2= HP= Sp= SC=None TCa= BC= LS= Taxonomy link: https://publications.jrc.ec.europa.eu/repository/bitstream/JRC80560/lbna25883enn.pdf

Reference

SYNER-G Report: https://cordis.europa.eu/docs/results/244061/final1-syner-g-final-report.pdf. | Fardis M.N., Tsionis G., Askouni P., Analytical fragility functions for reinforced concrete bridges - UPAT methodology, Internal Report, Syner-G Project 2009/2012

License

This work is shared in an open access format according to the European Commission's guidelines for the FP7-ENV-2009-1 projects. See also https://cordis.europa.eu/project/id/244061/results