Applied Sciences,
Journal Year:
2023,
Volume and Issue:
13(18), P. 10454 - 10454
Published: Sept. 19, 2023
Floods
trigger
the
majority
of
expenses
caused
by
natural
disasters
and
are
also
responsible
for
more
than
half
bridge
collapses.
In
this
study,
empirical
fragility
curves
were
generated
referring
to
actual
failures
that
occurred
in
2021
flood
Germany.
To
achieve
this,
a
calibrated
hydraulic
model
event
was
used.
Data
collected
through
surveys,
damage
reports
condition
ratings
from
owners.
The
database
comprises
250
bridges.
analysis
revealed
recurrent
failure
mechanisms
belonging
two
main
categories:
those
induced
scour
forcing.
severity
primarily
dependent
on
typology
and,
subsequently,
deck’s
weight.
allowed
us
draw
conclusions
regarding
robustness
certain
typologies
compared
others
given
mechanism.
likelihood
occurrence
triggering
mechanism
highlighted
as
factor
consider
alongside
probability.
This
study
sheds
light
existing
vulnerabilities
bridges
river
floods,
discussing
specific
areas
which
literature
data
contradictory.
paper
strengthens
call
shift
towards
probabilistic
approach
estimating
force
design
assessment.
Open Research Europe,
Journal Year:
2025,
Volume and Issue:
5, P. 26 - 26
Published: Jan. 27, 2025
Floods
pose
a
critical
threat
to
bridge
infrastructure,
which
plays
an
essential
role
in
transportation
networks
and
economic
resilience.
This
review
examines
state-of-the-art
Structural
Health
Monitoring
(SHM)
technologies
tailored
mitigate
flood
risks,
focusing
on
their
real-world
applications
flood-prone
bridges.
A
central
feature
of
this
is
the
extensive
use
case
studies,
illustrating
diverse
SHM
methods
applied
globally
monitor
challenges
such
as
debris
accumulation,
hydrodynamic
forces,
scour—primary
causes
failures.
These
examples
provide
detailed
insights
into
like
sonar-based
devices,
scour
probes,
photographic
monitoring,
rotation-
vibration-based
techniques.
By
showcasing
specific
studies—such
bridges
monitored
using
smart
magnetic
rocks,
Interferometric
Synthetic
Aperture
Radar
(InSAR),
fibre
optic
sensors—the
highlights
practical
outcomes,
demonstrating
how
systems
enhance
resilience
through
early
detection
predictive
maintenance.
It
also
explores
implementing
these
systems,
including
environmental
sensitivity,
cost,
data
complexity,
while
identifying
gaps
integrating
hydraulic
structural
for
holistic
risk
assessments.
advocates
multidisciplinary
collaboration
advanced
data-driven
solutions,
AI-based
maintenance,
address
climate
change
impacts
increasing
risks.
bridging
cutting-edge
research
with
applications,
article
provides
actionable
scalable,
adaptive
inspiring
engineers
researchers
develop
more
resilient
infrastructure
changing
world.
Open Research Europe,
Journal Year:
2025,
Volume and Issue:
5, P. 26 - 26
Published: March 17, 2025
Floods
pose
a
critical
threat
to
bridge
infrastructure,
which
plays
an
essential
role
in
transportation
networks
and
economic
resilience.
This
review
examines
state-of-the-art
Structural
Health
Monitoring
(SHM)
technologies
tailored
mitigate
flood
risks,
focusing
on
their
real-world
applications
flood-prone
bridges.
A
central
feature
of
this
is
the
extensive
use
case
studies,
illustrating
diverse
SHM
methods
applied
globally
monitor
challenges
such
as
debris
accumulation,
hydrodynamic
forces,
scour-primary
causes
failures.
These
examples
provide
detailed
insights
into
like
sonar-based
devices,
scour
probes,
photographic
monitoring,
rotation-
vibration-based
techniques.
By
showcasing
specific
studies-such
bridges
monitored
using
smart
magnetic
rocks,
Interferometric
Synthetic
Aperture
Radar
(InSAR),
fibre
optic
sensors-the
highlights
practical
outcomes,
demonstrating
how
systems
enhance
resilience
through
early
detection
predictive
maintenance.
It
also
explores
implementing
these
systems,
including
environmental
sensitivity,
cost,
data
complexity,
while
identifying
gaps
integrating
hydraulic
structural
for
holistic
risk
assessments.
advocates
multidisciplinary
collaboration
advanced
data-driven
solutions,
AI-based
maintenance,
address
climate
change
impacts
increasing
risks.
bridging
cutting-edge
research
with
applications,
article
provides
actionable
scalable,
adaptive
inspiring
engineers
researchers
develop
more
resilient
infrastructure
changing
world.
Engineering Structures,
Journal Year:
2023,
Volume and Issue:
279, P. 115607 - 115607
Published: Jan. 20, 2023
Hydraulic
actions
on
bridges
are
a
leading
cause
of
failure,
especially
due
to
the
occurrence
scour
erosion.
Due
climate
change,
flooding
and
risks
exacerbating
for
worldwide,
significant
stress
burden
asset
management
agencies.
Assessing
structures
has
received
attention
in
recent
years,
however,
there
few
studies
which
investigate
influence
components
bridge
understand
how
various
elements
interact.
Moreover,
presence
debris
loading,
can
occur
causing
become
lodged
at
structures,
not
attention.
Debris
worsen
conditions
increase
hydraulic
loading
bridge.
In
this
paper,
an
analysis
response
roadway
when
exposed
extreme
is
conducted.
The
internal
forces,
modal
periods,
utilization
ratios
ascertained.
A
numerical
model
developed
using
OpenSees
employing
two
different
methods
soil-structure
interaction.
Results
several
scenarios
show
influenced
by
variations
water
height
velocity,
depth,
debris.
Journal of Flood Risk Management,
Journal Year:
2024,
Volume and Issue:
unknown
Published: June 5, 2024
Abstract
During
the
flood
event
in
2021
within
Western
Europe,
many
bridges
were
severely
damaged,
particularly
North
Rhine‐Westphalia
and
Rhineland‐Palatinate
Germany.
Within
this
study,
a
statistical
analysis
of
damages
caused
to
by
was
carried
out.
First,
locations
along
rivers
Inde,
Vicht
Ahr
mapped.
Based
on
these
data,
correlations
among
damage
patterns
analyzed.
Approximately
25
both
Inde
while
over
80
damaged.
Notably,
located
near
residential
areas
suffered
more
severe
than
those
rural
areas.
In
addition,
presence
debris
played
significant
role
damaging
bridges.
Although
bridge
design
did
not
emerge
as
crucial
factor,
height
could
be
determined
contributing
factor
influencing
extent
all
three
rivers.
Also,
increased
soon
overtopping
occurred.
findings,
recommendations
for
reconstruction
numerous
destroyed
identified
which
agree
with
existing
literature.
Additionally,
regarding
estimation
100‐year
floods
implementation
clogging
into
hazard
maps
derived.
Heritage,
Journal Year:
2024,
Volume and Issue:
7(7), P. 3350 - 3371
Published: June 24, 2024
Heritage
bridges
constitute
an
integral
feature
of
the
urban
landscape
in
numerous
cities.
However,
it
is
common
for
these
structures
to
surpass
their
life
cycle,
rendering
them
ill-equipped
withstand
dynamic
demands
users
and
extreme
events,
particularly
hydrological
occurrences.
This
research
presents
a
methodology
assessment
heritage
riverine
bridges,
with
focus
on
Grau
Bridge
Peru
as
case
study.
The
investigation
commences
exhaustive
literature
review,
complemented
by
historical
examination,
followed
preliminary
diagnosis.
Subsequently,
hydraulic
studies
are
presented,
encompassing
drone
surveys
riverbed
bridge,
soil
analyses,
application
1D
2D
models
HEC-RAS.
outcomes
this
comprehensive
analysis
reveal
high
vulnerability
Bridge.
Finally,
strategic
interventions
its
conservation
recommended.
Structural Concrete,
Journal Year:
2025,
Volume and Issue:
unknown
Published: Feb. 12, 2025
Abstract
Satellite‐based
Synthetic
Aperture
Radar
Interferometry
(InSAR)
represents
a
promising
supplement
to
traditional
Structural
Health
Monitoring
(SHM)
methods,
offering
non‐invasive
solution
that
eliminates
the
need
for
sensor
installations
and
provides
extensive
spatial
coverage.
The
European
Ground
Motion
Service
(EGMS),
developed
by
Space
Agency
under
Copernicus
program,
marks
significant
advancement
in
monitoring
capabilities.
EGMS
utilizes
data
from
Sentinel‐1
satellites
employs
InSAR
techniques
generate
displacement
maps
covering
territory.
This
paper
aims
investigate
behavior
of
Schottwien
Viaduct
on
S6
Semmering
motorway
Austria,
using
data.
multi‐span
viaduct,
measuring
632
m
length,
stands
as
one
longest
prestressed
concrete
beam
bridges
Austria.
Environmental
factors,
such
temperature,
are
analyzed
alongside
satellite
evaluate
their
influence
bridge
displacements.
findings
indicate
consistent
patterns
associated
with
enabling
estimation
thermal
expansion
coefficients
align
expected
values
concrete.
Two
distinct
processing
methods
applied,
both
producing
comparable
outcomes.
Additionally,
reconstructed
structural
displacements
closely
match
those
obtained
an
on‐site
static
system.
These
highlight
potential
SHM
purposes.