top

  Info

  • Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.

  Info

  • Utilizzare questo link per rimuovere la selezione effettuata.
Dam Safety. Overtopping and Geostructural Risks
Dam Safety. Overtopping and Geostructural Risks
Autore Toledo Miguel Á
Pubbl/distr/stampa Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022
Descrizione fisica 1 electronic resource (270 p.)
Soggetto topico Technology: general issues
History of engineering & technology
Soggetto non controllato hydraulic structure
sky-jump
spillway
flip bucket
chute
basin
erosion
flow rate
jet flow
wave overtopping
levee
cover
probabilistic framework
slope stability
piping
overtopping
fragility curves
Monte Carlo simulation
dam
stilling basin
bucket
flood
weir
safety
protection
dam protection
wedge-shaped block
WSB
dam spillway
dam safety
ACUÑA
rockfill dams
throughflow
numerical modeling
non-Darcy flow
porous media
Forchheimer equation
high velocity
crushed rock
rounded materials
hydraulic mean radius
intrinsic permeability
shape of particles
angularity of particles
surface roughness of particles
river levees
geogrid reinforcement
First Order Reliability Method (FORM)
Surface Response Method (SRM)
high gravity dams
dam-foundation-reservoir dynamic interaction
earthquake input mechanisms
hydrodynamic pressure
foundation size
reservoir length
stacking
blending
combination
meta-learner
experts
machine learning
Cross Validation
radial displacement
rockfill dam
dam failure
overflow
floods
dam breach
ISBN 3-0365-5656-7
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910637795203321
Toledo Miguel Á  
Basel, : MDPI - Multidisciplinary Digital Publishing Institute, 2022
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Resilience and Sustainability of Civil Infrastructures under Extreme Loads
Resilience and Sustainability of Civil Infrastructures under Extreme Loads
Autore Yang Tony
Pubbl/distr/stampa MDPI - Multidisciplinary Digital Publishing Institute, 2019
Descrizione fisica 1 electronic resource (408 p.)
Soggetto non controllato artificial neural network
corrosion
mined-out region
finite element
column-top isolation
pseudodynamic test
seismic performance
sustainability prediction
shear performance
nonlinear time-history analysis
shaking table test
civil infrastructures
angle section
seismic connection detail
cyclic loading test
extreme loads
sudden column removal
flow
water supply networks
displacement response spectrum
cold-formed steel composite shear wall building
mitigation
probabilistic framework
nonlinearity
optimized section
corporation
GM selection
seismic damage
natural hazards
analysis
spectrum variance
viscous damper
Great East Japan Earthquake
OpenFresco
Brazier flattening
substructure
damage
model-based
tapered cross section
liquefaction
measurement
NDE
settlement
seismic behavior
resilience
hybrid damper
numerical simulation
structural response estimates
probabilistic
energy-based approximate analysis
damping effect
cold-formed steel structure
silt
ground motion
boundary technique
energy dissipative devices
reinforced concrete
cyclic reversal test
ground improvement
simplified modeling method
beam
girder
integration algorithm
force-displacement control
reinforced concrete frames
mid-rise
intermediate column
time-frequency energy distribution
single-layer reticulated dome
structural robustness
precast slab
chloride ingress
dynamic model
Brazier effect
earthquake
sustainability
carbonation
replaceable coupling beam
railway construction
concrete
variational method
shear wall
progressive collapse
abnormal loads
recovery
earthquakes
resilience-based design
disaster
OpenSees
seismic analysis
response surface method
subway station
ratcheting effect
matching pursuit decomposition
hybrid simulation
subway induced vibration
dynamic structural analysis
numerical simulations
structural sensitivity
inflection point
system restoration
infinite element boundary
simulation model
Monte Carlo simulation
nonlinear response
ISBN 3-03921-402-0
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910367565803321
Yang Tony  
MDPI - Multidisciplinary Digital Publishing Institute, 2019
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui