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Bridge Fragility
Bridge Fragility
bridge:Pier-superstructure connection
--
McP
OB
ScP
R
bridge:Number of piers
--
4
NP2
NP4
X
NP3
bridge:Material
--
CR
C+RC
bridge:Pier-deck connection
--
Is
NIS
X
bridge:Deck system
--
Co
SSu
X
Primary hazard
Earthquake
Flood
Tsunami
Landslide
Wind
Volcano
Region/City
--
L'Aquila
Milan
Naples
Catania
Sakhalin Island
Sofia
Istanbul
Lisbon
Barcelona
Rome
Châtelaillon-Plage
Southern Luzon
Bucharest
Skopje
Taipei
Schleswig-Holstein
Bildudalur
Campania
Nilgiri
Rheinhessen
Umbria
Bajo Deba
China
South China
East China
Northeast China
Central & North China
Southwest China
bridge:Seismicity
--
SD
X
NSD
Secondary hazard
--
bridge:Bridge configuration
--
R
IR
SR
X
bridge:Pier shape
--
OB
X+X
R
bridge:Pier height
--
HP7
HPBET:7,12
X
12.8
HP16,40,28
HP9
21
Country
Malawi
Gibraltar
Ukraine
Romania
Guatemala
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Afghanistan
New Caledonia
Finland
Ireland
Liechtenstein
Slovakia
Andorra
Italy
Norway
Guinea Bissau
Saint Vincent and the Grenadines
Luxembourg
--
Canada
Moldova
Slovenia
Dominican Republic
Lebanon
Kyrgyzstan
Cyprus
Kosovo
Greece
Montserrat
Mauritania
US Virgin Islands
Netherlands
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Singapore
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Isle of Man
Barbados
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South Korea
Montenegro
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Trinidad and Tobago
Sierra Leone
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Northern Mariana Islands
Guam
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American Samoa
North America
Central America, South America
FYROM
Trans-boundary Rhine countries
Northwest China, China
bridge:Abutment connection
--
IsI
IS
M
X
bridge:Deck characteristics
--
Is
DC
X
bridge:Spans
--
Ms+3
SS
MS
Ms+10
Ms+X
Ms+12
Ms+5
Continent
Africa
Europe
America
Asia
Oceania
--
Global
North America
South America
Central & South America
Worldwide
bridge:Super structure
--
Gb+Ss
GB
Gb+B
X+X
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Shinozukaetal2003, Second Level, Skew, 0-20
MoschonasEtAl2009-122-Transverse
Shinozukaetal2003, Third Level, Soil-Skew, Soil A, 0-20
RWB-MPDC11
Nielson2005, MSSS Concrete Box,
LupoiEtAl2005, FMFMF, 300-inf
RB-B13
Padgett&DesRoches2009, MSC steel, Elastometric isolation bearings
LupoiEtAl2005, FMFMF, 300-300
RB-MPDC9
HDRB-NA
Shinozukaetal2003, Fourth Level, Span-Skew-Soil, Single Span, 60+, Soil A
RWB-B28
RWB-B8
Mander1999-Continuous steel. No seismic design. No California
Padgett&DesRoches2009, MSSS concrete, Elastometric isolation bearings
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