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Bridge Fragility
Bridge Fragility
bridge:Deck characteristics
--
Is
DC
X
Region/City
--
L'Aquila
Milan
Naples
Catania
Sakhalin Island
Sofia
Istanbul
Lisbon
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Country
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Afghanistan
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Ireland
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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
Puerto Rico
Belgium
Cameroon
Saint Kitts and Nevis
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Mauritius
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Croatia
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Djibouti
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Eritrea
Anguilla
Vietnam
China
Belarus
Tonga
Monaco
Nigeria
Hong Kong
Gabon
Guadeloupe
Iceland
Germany
Jordan
France
Panama
Denmark
Benin
Russia
Antigua and Barbuda
Pakistan
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Senegal
Zambia
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United Kingdom
Venezuela
New Zealand
Bhutan
Botswana
Saudi Arabia
Myanmar
Colombia
Haiti
Hungary
Eswatini
Madagascar
Singapore
Congo
Albania
Rwanda
Isle of Man
Barbados
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South Korea
Montenegro
South Africa
Trinidad and Tobago
Sierra Leone
Namibia
Nauru
Burundi
Aruba
United States
Malta
Vanuatu
Syria
Honduras
Uganda
Austria
South Sudan
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Lesotho
Ethiopia
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Oman
Bahamas
Comoros
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Fiji
Malaysia
Azerbaijan
Guinea
Australia
Turkey
Japan
Turks and Caicos Islands
Cuba
Ghana
Georgia
Nicaragua
Angola
Mali
India
Ivory Coast
Morocco
Sao Tome and Principe
Saint Lucia
Grenada
Martinique
Tanzania
Cape Verde
Belize
Chad
Bolivia
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El Salvador
Iraq
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Zimbabwe
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Guyana
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Nepal
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Central America, South America
FYROM
Trans-boundary Rhine countries
Northwest China, China
bridge:Seismicity
--
SD
X
NSD
bridge:Bridge configuration
--
R
IR
SR
X
bridge:Pier height
--
HP7
HPBET:7,12
X
12.8
HP16,40,28
HP9
21
bridge:Pier-superstructure connection
--
McP
OB
ScP
R
bridge:Material
--
CR
C+RC
bridge:Deck system
--
Co
SSu
X
bridge:Pier-deck connection
--
Is
NIS
X
bridge:Pier shape
--
OB
X+X
R
Secondary hazard
--
bridge:Super structure
--
Gb+Ss
GB
Gb+B
X+X
bridge:Spans
--
Ms+3
SS
MS
Ms+10
Ms+X
Ms+12
Ms+5
bridge:Number of piers
--
4
NP2
NP4
X
NP3
bridge:Abutment connection
--
IsI
IS
M
X
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--
Global
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MoschonasEtAl2009-332-Transverse
Shinozukaetal2003, Second Level, Soil, Soil B
FPS-AQ
MoschonasEtAl2009-223-Longitudinal (without gap closure)
RWB-BMCP1
Padgett&DesRoches2009, MSC concrete, Steel jackets
Padgett&DesRoches2009, MSSS steel, Restrainer cables
xenaEtAl2000, IDENT-SOFT
KibbouaEtAl2011-Bridge 1
Shinozukaetal2003, Second Level, Soil, Soil C
Padgett&DesRoches2009, MSSS concrete, Steel jackets
MoschonasEtAl2009-221-Longitudinal (without gap closure)
LupoiEtAl2005, FFFFF, 900-300
RWB-B29
RWB-B9
Karim&Yamazaki2003--Analytical
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