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Bridge Fragility
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bridge:Abutment connection
--
IsI
IS
M
X
bridge:Number of piers
--
4
NP2
NP4
X
NP3
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--
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Primary hazard
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bridge:Spans
--
Ms+3
SS
MS
Ms+10
Ms+X
Ms+12
Ms+5
bridge:Deck characteristics
--
Is
DC
X
bridge:Pier-superstructure connection
--
McP
OB
ScP
R
Secondary hazard
--
bridge:Pier-deck connection
--
Is
NIS
X
bridge:Bridge configuration
--
R
IR
SR
X
bridge:Material
--
CR
C+RC
bridge:Deck system
--
Co
SSu
X
bridge:Seismicity
--
SD
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bridge:Pier shape
--
OB
X+X
R
bridge:Super structure
--
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X+X
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--
Global
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bridge:Pier height
--
HP7
HPBET:7,12
X
12.8
HP16,40,28
HP9
21
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RWB-MPDC21
MoschonasEtAl2009-311-Longitudinal (without gap closure)
TV-AQ
RWB-MPDC20
LupoiEtAl2005, FFMFF, inf-inf
Mander1999-Single span. No seismic design. California
RWB-MPDC5
Shinozukaetal2003, Fourth Level, Span-Skew-Soil, Multiple Span, 60+, Soil C
Padgett&DesRoches2009, MSC steel, Seat extenders and shear keys
RWB-B23
RWB-B3
MoschonasEtAl2009-111-Longitudinal (with gap closure)
xenaEtAl2000, IDENT-MEDIUM
LupoiEtAl2005, FMMMF, inf-900
RB-MPDC13
RB-B6
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