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 | ||
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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 | ||
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