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Bridge Fragility
Bridge Fragility
bridge:Bridge configuration
--
R
IR
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X
bridge:Abutment connection
--
IsI
IS
M
X
Continent
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bridge:Super structure
--
Gb+Ss
GB
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X+X
bridge:Pier height
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HP7
HPBET:7,12
X
12.8
HP16,40,28
HP9
21
bridge:Pier shape
--
OB
X+X
R
bridge:Deck characteristics
--
Is
DC
X
bridge:Number of piers
--
4
NP2
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X
NP3
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--
SD
X
NSD
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CR
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bridge:Spans
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Ms+3
SS
MS
Ms+10
Ms+X
Ms+12
Ms+5
bridge:Deck system
--
Co
SSu
X
bridge:Pier-superstructure connection
--
McP
OB
ScP
R
bridge:Pier-deck connection
--
Is
NIS
X
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Shinozukaetal2003, Fourth Level, Span-Skew-Soil, Multiple Span, 20-60, Soil C
RWB-MPDC9
Shinozukaetal2003, Fourth Level, Span-Skew-Soil, Single Span, 20-60, Soil C
Padgett&DesRoches2009, MSC concrete, Seat extenders and shear keys
LupoiEtAl2005, FMFMF, 900-300
Padgett&DesRoches2009, MSSS concrete, Seat extenders and shear keys
RB-BMCP1
Mander1999-Continuous concrete. No seismic design. California
RB-B14
ElnashaiEtAl2004_Ana
Shinozukaetal2003, Second Level, Span, Single
LupoiEtAl2005, FFFFF, 900-900
Karim&Yamazaki2001-Northridge (1964 pier)
RWB-MPDC16
Shinozukaetal2003, Third Level, Soil-Skew, Soil A, 20-60
Shinozukaetal2003, Fourth Level, Span-Skew-Soil, Multiple Span, 0-20, Soil B
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