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Bridge Fragility
Bridge Fragility
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bridge:Super structure
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Gb+Ss
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X+X
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bridge:Pier-deck connection
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Is
NIS
X
bridge:Seismicity
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SD
X
NSD
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bridge:Bridge configuration
--
R
IR
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bridge:Deck system
--
Co
SSu
X
Secondary hazard
--
Primary hazard
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bridge:Number of piers
--
4
NP2
NP4
X
NP3
bridge:Pier-superstructure connection
--
McP
OB
ScP
R
bridge:Abutment connection
--
IsI
IS
M
X
bridge:Deck characteristics
--
Is
DC
X
bridge:Material
--
CR
C+RC
bridge:Spans
--
Ms+3
SS
MS
Ms+10
Ms+X
Ms+12
Ms+5
bridge:Pier height
--
HP7
HPBET:7,12
X
12.8
HP16,40,28
HP9
21
bridge:Pier shape
--
OB
X+X
R
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RWB-MPDC15
Shinozukaetal2003, Fourth Level, Span-Skew-Soil, Multiple Span, 0-20, Soil A
RWB-B16
MoschonasEtAl2009-432-Longitudinal (with gap closure)
Mander1999-Continuous concrete. Seismic design
RWB-MPDC23
Lissos Bridge Longitudinal
Padgett&DesRoches2009, MSSS steel, Seat extenders and shear keys
LupoiEtAl2005, FMMMF, 300-300
Karim&Yamazaki2001-Kushiro (1964 pier)
RWB-MPDC6
MoschonasEtAl2009-223-Longitudinal (with gap closure)
Karim&Yamazaki2001-Kobe (1998 pier)
RWB-B20
RB-MPDC1
Mander1999-Single-column bents, box girders, discontinuous. No seismic design. California
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