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Bridge Vulnerability
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Home
Syner-G
Syner-G
building:Roof Shape
--
RME+RO
RC+RC1
RM
RC
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:Abutment connection
--
IsI
IS
M
X
building:Height
HEX:8
HEX:1
HEX:2
HEX:4
HEX:6
HEX:9
HEX:12
HEX:3
HEX:7
H6
H4
--
HEX:5
H5
HEX:25
HEX:16
HEX:WO
H8
H1
H11
HEX:10
H2
HBET:1-4
HEX:17
H3
HEX:20
HBET:6-10
HBET:2
HEX:1+HFAPP:0.20
HEX:13
HEX:15
HBET:1-3
HBET:4-7
HEX:14
H7
HEX:11
H12
HAPP:1
H9
HBET:5-6
H10
HAPP:3
HEX:2+HFAPP:0.30
HEX:35
HBET:3-10
HBET:8
HBET:1-2
HBET:8-19
HBET:3
HEX:19
HBET:8-15
HEX:18
HEX:30
HBET:6
HBET:1
HBET:4-6
H:1
HBET:7
HEX:1+HFAPP:0.30
HBET:15-20
HEX:1+HFAPP:0.33
HBET:1-10
HBET:5-9
HBET:2-6
HBET:3-4
HBET:2-3
HBET:2-4
HBET:3-6
HEX:40
HBET:1-6
HBET:10
HBET:4
building:Foundations
--
building:Fire protection
--
bridge:Spans
--
Ms+3
SS
MS
Ms+10
Ms+X
Ms+12
Ms+5
building:Occupancy
IND
COM
RES
--
IND3
IND1
IND4
PPPL
EDU
COM1
COM8
COM4
IND6
WLSS
IND2
EPPL
COM10
AUTO
AGR1
COM3
COM9
COM2
GOV2
IND5
EDU2
RES3
EDU1
COM7
GOV1
PWTC
WWTA
NGC
COM+COM3
RES+RES2
EDFLT
PPPM
REL1
PWTS
COM6
PWTO
ORFM
PSTGC
WLSL
COM5
EDU+EDU3
PDFLT
ESSL
PSTGS
ORFL
PWTM
OTF
WDFLT
PWTL
RES+RES1
PSTGW
OPP
ESSM
PSTAS
PSTBC
WLSM
ESSH
ODFLT
PWE
WWCV
ORFS
GDFLT
EPPS
PPPS
WWTS
WWTL
WWTM
OCV
PCVS
EPPM
NGCV
building:Material
CR
S
W
MCF
MUR+CLBRH
MUR+STDRE
W+WWD
MR
MUR-STRUB
MUR+STRUB
inf
--
MUR+CLBRS
W+WBB
MUR+ADO
RC
MUR+CBH
CR+CIP
SRC
MUR-STDRE
MUR
W+WLI
S+MCF
MUR-CB99
MUR-CL99
EU
MUR-ADO
MUR+CBS
MUR+ADO-STRUB
MCF+CBH+MOC
EU+ETR
M99
W+WHE
CR+PC
MCF+CLBRS
bridge:Pier-deck connection
--
Is
NIS
X
bridge:Deck system
--
Co
SSu
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
Secondary hazard
--
building:Surroundings
--
building:Direction
--
building:Floor material
--
FC+FC1
FW
FM
FC+FC2
FC-FW
FC
building:Year
--
YBET:1970,1980
YBET:2008,2018
YBET:1990,1990
YAPP:2018
YBET:1945,1987
YBET:1987,2008
YBET:1900-1940
YEX:2003
YAPP:2008
YEX:1952
YEX:1940
YBET:1978:2008
YEX:1974
YEX:1984
YEX:1999
YEX:1920
YBET:1920,1945
YEX:1970
YEX:1982
YEX:1966
YEX:1975
YBET:1950-1970
Primary hazard
Earthquake
Flood
Tsunami
Landslide
Wind
Volcano
bridge:Pier height
--
HP7
HPBET:7,12
X
12.8
HP16,40,28
HP9
21
bridge:Material
--
CR
C+RC
bridge:Super structure
--
Gb+Ss
GB
Gb+B
X+X
Continent
Africa
Europe
America
Asia
Oceania
--
Global
North America
South America
Central & South America
Worldwide
building:Ground floor hydrodynamics
--
bridge:Pier-superstructure connection
--
McP
OB
ScP
R
building:LLRS
LFINF+CDL+DUM
LFM+CDM+DUM
LFM+CDL+DUM
LWAL+DUM
LWAL+CDL+DUM
LWAL+DNO
LDUAL+CDM+DUL
LFINF+CDH+DUM
LWAL+CDM+DUM
LFINF+DUL
LDUAL+CDH+DUH
LFBR+CDM+DUM
LFINF+CDM+DUM
LFINF+CDH+DUL
LFM+CDL+DUL
LFM+CDH+DUM
LDUAL+CDM+DUM
LFINF+CDL+DUL
LDUAL+CDL+DUM
LFINF-CDN-0
LWAL+DUH
LWAL+CDM+DUL
LWAL+DUL
LFINF+CDM+DUL
LWAL+CDH+DUH
LWAL-DNO
LDUAL+CDH+DUM
--
LFINF+CDH+DUH
LFM+CDH+DUH
LFM+CDM+DUL
LFINF+CDM+DUL+VL100
LWAL+CDH+DUM
LFM+CDN
LFM-CDH-0
LFBR+CDH+DUM
LDUAL+CDL+DUL
LFBR+CDL+DUM
LWAL-DUM
LFBR+CDH+DUH
LFM-CDH-30
LF
LFM
LWAL-DUL
LFINF
LWAL+CDL+DUL
LFBR+CDL+DUL
LFM+CDH+DUH+LC100
LDUAL-DUM
LFM-DUL
LWAL+CDL
LPB+DUL
LWAL+CDL+DUL+VL100
LDUAL+DUH
LFM-CDL-10
LFINF-DUH
LWAL+CDN
LFINF-DUM
LFM-CDM-20
LFINF+CDL+DUL+VL100
LFINF+CDL+DUM+VL100
LFM-DUH
LFBR+CDM+DUL
LFM-CDM-10
LWAL
LFM-DUM
LFINF-CDH-20
LWAL+DUL+VL100
LWAL+DNO+VL100
LFINF-CDL-30
LFM-CDM-15
LFINF-CDH-25
LFM+CDL+DUM+VL100
LFM-CDL-0
LFINF-CDM-25
LFBR-DUH
LFM-CDH-10
LFINF+CDN+DNO+VL100
LFINF-CDM-30
LWAL-DUH
LFINF-CDL-25
LFM+CDM+DUL+VL100
LFM+CDL+DUL+VL100
LWAL+CDM
LFM-CDH-5
LDUAL+DUM
LWAL+CDH
LFM-CDH-20
LFINF+DUL+VL100
LDUAL-DUH
LFINF-CDH-10
LFM+CDM
LFINF-CDH-15
LDUAL
LFINF-CDM-5
LPB+DUM
LFM-CDL-25
LFM-CDM-0
LFINF+CDM+DUH
LFINF-CDL-15
LFM+CDM+DUM+LC100
LFM-CDM-30
LFBR-DUM
LFM+CDL
LDUAL-DUL
LFM-CDL-20
LFINF-CDL-5
LWAL+CDM+DUL+VL100
LWAL+DUM+VL100
LFINF-CDM-20
LFM-CDM-5
LFM-CDL-5
LFM-CDL-15
LFINF-CDM-15
LFINF-CDL-0
LPB+DUL+VL100
LFINF-CDH-30
LFINF-CDL-20
LFM-CDN-0
LFINF-CDH-5
LFM-CDH-15
LFINF-CDH-0
LFM-CDM-25
LFINF-CDM-0
LFINF-CDM-10
LFM-CDH-25
LDUAL+CDL+DUM+VL100
LFINF-CDL-10
LFM-CDL-30
LFM+CDH
LWAL+ND
LFINF+DU
LWAL+DUC
LDUAL+CDL+DUL+VL100
LFINF+ND
LFM+DU
LFBR
LFLS
LFLSINF+DU
bridge:Pier shape
--
OB
X+X
R
bridge:Deck characteristics
--
Is
DC
X
bridge:Bridge configuration
--
R
IR
SR
X
bridge:Seismicity
--
SD
X
NSD
bridge:Number of piers
--
4
NP2
NP4
X
NP3
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LESSLOSS2005-RCSW-HR-Post1979-Istanbul-Analytical
Shinozukaetal2003, Second Level, Soil, Soil A
KibbouaEtAl2011-Bridge 3
Padgett&DesRoches2009, MSC steel, As-built
rabandiEtAl2004-C1-All-Vision2000-RMS
RotaEtAl2008-RMA1-LR
RWB-MPDC28
RWB-BMCP2
LupoiEtAl2005, FMFMF, inf-900
AvsarEtAl2011-MS-MC-SL30-
LupoiEtAl2005, FFMFF, 900-900
TsionisEtAl2011_DualSystem_RC_MR_LC
Karim&Yamazaki2001-Chibaken (1964 pier)
UPAT2011-Masonry-FC-4storeys
Shinozukaetal2003, HEPC鈥檚 Bridges (Japan), general RC bridges, Method 2
Shinozukaetal2000a, Empirical Approach
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