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Bridge Fragility
Bridge Fragility
bridge:Deck system
--
Co
SSu
X
Secondary hazard
--
bridge:Deck characteristics
--
Is
DC
X
Continent
Africa
Europe
America
Asia
Oceania
--
Global
North America
South America
Central & South America
Worldwide
bridge:Pier height
--
HP7
HPBET:7,12
X
12.8
HP16,40,28
HP9
21
bridge:Bridge configuration
--
R
IR
SR
X
bridge:Seismicity
--
SD
X
NSD
Country
Malawi
Gibraltar
Ukraine
Romania
Guatemala
Kuwait
Qatar
Portugal
Latvia
Switzerland
Poland
Iran
Lithuania
Algeria
Sweden
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
Puerto Rico
Belgium
Cameroon
Saint Kitts and Nevis
Czechia
Bangladesh
Mauritius
Liberia
Serbia
Croatia
Kenya
USA
Mozambique
Somalia
Spain
North Macedonia
Bahrain
Seychelles
Estonia
Djibouti
Bosnia and Herzegovina
Eritrea
Anguilla
Vietnam
China
Belarus
Tonga
Monaco
Nigeria
Hong Kong
Gabon
Guadeloupe
Iceland
Germany
Jordan
France
Panama
Denmark
Benin
Russia
Antigua and Barbuda
Pakistan
Costa Rica
Senegal
Zambia
Burkina Faso
United Kingdom
Venezuela
New Zealand
Bhutan
Botswana
Saudi Arabia
Myanmar
Colombia
Haiti
Hungary
Eswatini
Madagascar
Singapore
Congo
Albania
Rwanda
Isle of Man
Barbados
Egypt
South Korea
Montenegro
South Africa
Trinidad and Tobago
Sierra Leone
Namibia
Nauru
Burundi
Aruba
United States
Malta
Vanuatu
Syria
Honduras
Uganda
Austria
South Sudan
Cayman Islands
Bulgaria
Lesotho
Ethiopia
Turkmenistan
Samoa
Oman
Bahamas
Comoros
Libya
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
British Virgin Islands
El Salvador
Iraq
Israel
Zimbabwe
Sudan
Dominica
Tuvalu
Guyana
Paraguay
Tunisia
Gambia
Uzbekistan
Nepal
Cook Islands
Democratic Republic of the Congo
Jamaica
Indonesia
Togo
Laos
Marshall Islands
Solomon Islands
Mexico
Ecuador
Uruguay
United Arab Emirates
Micronesia
Equatorial Guinea
Palau
Peru
Yemen
Argentina
Kiribati
Niger
Brazil
Niue
Papua New Guinea
Philippines
Mongolia
Armenia
Cambodia
Palestine
Sri Lanka
Suriname
Taiwan
Central African Republic
French Guiana
Kazakhstan
Brunei
Timor Leste
Thailand
Tajikistan
North Korea
Macao
Türkiye
Northern Mariana Islands
Guam
Chile
American Samoa
North America
Central America, South America
FYROM
Trans-boundary Rhine countries
Northwest China, China
bridge:Pier-superstructure connection
--
McP
OB
ScP
R
bridge:Pier shape
--
OB
X+X
R
Primary hazard
Earthquake
Flood
Tsunami
Landslide
Wind
Volcano
bridge:Material
--
CR
C+RC
bridge:Number of piers
--
4
NP2
NP4
X
NP3
bridge:Abutment connection
--
IsI
IS
M
X
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:Spans
--
Ms+3
SS
MS
Ms+10
Ms+X
Ms+12
Ms+5
bridge:Super structure
--
Gb+Ss
GB
Gb+B
X+X
bridge:Pier-deck connection
--
Is
NIS
X
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LupoiEtAl2005, FFMFF, 900-900
Karim&Yamazaki2001-Chibaken (1964 pier)
Shinozukaetal2003, HEPC鈥檚 Bridges (Japan), general RC bridges, Method 2
Shinozukaetal2000a, Empirical Approach
LupoiEtAl2005, FMMMF, 900-inf
Shinozukaetal2003, Third Level, Soil-Skew, Soil C, 60+
RWB-MPDC32
Mander1999-Continuous concrete. No seismic design. No California
Mander1999-Multi-column bents, simply-supported. No seismic design. No California
RB-B2
RB-MPDC6
Shinozukaetal2003, Third Level, Soil-Skew, Soil B, 0-20
Karim&Yamazaki2001-Kobe (Emprical)
LupoiEtAl2005, FMMMF, 900-300
Shinozukaetal2003, Third Level, Span-Skew, Single Span, 0-20
RWB-B27
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