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Bridge Fragility
Bridge Fragility
bridge:Abutment connection
--
IsI
IS
M
X
Country
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--
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bridge:Super structure
--
Gb+Ss
GB
Gb+B
X+X
bridge:Bridge configuration
--
R
IR
SR
X
bridge:Material
--
CR
C+RC
bridge:Deck system
--
Co
SSu
X
Secondary hazard
--
Primary hazard
Earthquake
Flood
Tsunami
Landslide
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bridge:Deck characteristics
--
Is
DC
X
Continent
Africa
Europe
America
Asia
Oceania
--
Global
North America
South America
Central & South America
Worldwide
bridge:Spans
--
Ms+3
SS
MS
Ms+10
Ms+X
Ms+12
Ms+5
bridge:Pier-deck connection
--
Is
NIS
X
bridge:Number of piers
--
4
NP2
NP4
X
NP3
bridge:Seismicity
--
SD
X
NSD
Region/City
--
L'Aquila
Milan
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China
South China
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Northeast China
Central & North China
Southwest China
bridge:Pier-superstructure connection
--
McP
OB
ScP
R
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-MPDC22
IAB-NA
Padgett&DesRoches2009, MSC concrete, As-built
RWB-B17
Shinozukaetal2003, Third Level, Soil-Skew, Soil B, 60+
Shinozukaetal2000a, Analytical Approach, Bridge 2
LupoiEtAl2005, FMFMF, inf-300
MoschonasEtAl2009-232-Longitudinal (without gap closure)
Padgett&DesRoches2009, MSC steel, Restrainer cables
Karim&Yamazaki2003-Non-Isolated bridge systems-Analytical Procedure
IAB-AQ
Shinozukaetal2003, Fourth Level, Span-Skew-Soil, Single Span, 0-20, Soil B
Karim&Yamazaki2003--Simplified
RWB-MPDC14
BasozEtAl1999-HBR5
RB-B16
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