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Country
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--
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Sri Lanka
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Taiwan
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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
bridge:Pier height
--
HP7
HPBET:7,12
X
12.8
HP16,40,28
HP9
21
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
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
bridge:Super structure
--
Gb+Ss
GB
Gb+B
X+X
building:Fire protection
--
building:Roof Shape
--
RME+RO
RC+RC1
RM
RC
building:Ground floor hydrodynamics
--
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
Secondary hazard
--
building:Foundations
--
bridge:Deck system
--
Co
SSu
X
bridge:Material
--
CR
C+RC
Primary hazard
Earthquake
Flood
Tsunami
Landslide
Wind
Volcano
Continent
Africa
Europe
America
Asia
Oceania
--
Global
North America
South America
Central & South America
Worldwide
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 shape
--
OB
X+X
R
building:Direction
--
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
bridge:Number of piers
--
4
NP2
NP4
X
NP3
bridge:Deck characteristics
--
Is
DC
X
bridge:Bridge configuration
--
R
IR
SR
X
bridge:Pier-superstructure connection
--
McP
OB
ScP
R
building:Floor material
--
FC+FC1
FW
FM
FC+FC2
FC-FW
FC
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
building:Surroundings
--
bridge:Pier-deck connection
--
Is
NIS
X
bridge:Seismicity
--
SD
X
NSD
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KostovEtAl2004-Type3-1-6storeys-After1945
RWB-B17
KapposEtAl2003-RC4.1-LR-LC
KapposEtAl2003-RC4.1-MR-LC
Shinozukaetal2003, Third Level, Soil-Skew, Soil B, 60+
Shinozukaetal2000a, Analytical Approach, Bridge 2
LupoiEtAl2005, FMFMF, inf-300
BorziEtAl2007-RC-8storeys-SeismicallyDesigned(c=7.5%)
MoschonasEtAl2009-232-Longitudinal (without gap closure)
KapposEtAl2003-RC3.1-LR-LC
Padgett&DesRoches2009, MSC steel, Restrainer cables
KapposEtAl2003-RC3.1-MR-LC
RotaEtAl2008-IMA3-LR
TsionisEtAl2011_MRF_RC_MR_LC_Infill_NonDuctile
LESSLOSS2005-RC-LR-Post1979-Istanbul-Analytical
Karim&Yamazaki2003-Non-Isolated bridge systems-Analytical Procedure
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