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Advanced Methods for Seismic Performance Evaluation of Building Structures
| Advanced Methods for Seismic Performance Evaluation of Building Structures |
| Autore | Han Sang Whan |
| Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 |
| Descrizione fisica | 1 electronic resource (190 p.) |
| Soggetto topico | History of engineering & technology |
| Soggetto non controllato |
strength
yielding capping and ultimate deformation RC column cyclic test database artificial neural network bi-linear and tri-linear lumped plasticity model columns cyclic behavior low height-to-depth ratio modeling parameters calibration SPSW axial compression ratio hole size thickness of stiffening plate hole position hysteretic performance FEM (Finite Element Method) DYNA6 soil-structure interaction soil-pile dynamic stiffness retrofitting viscous dampers optimum design collapse-resistant capacity economic benefit sustainability steel reinforced concrete joint post critical moment-curvature nonlinear frame model multi-story steel frames self-centering bracing elements buckling-restrained brace (BRB) seismic analysis earthquake/seismic forces seismic damage mold transformer shaking table test non-structural elements dynamic characteristics ground motion earthquake response history analysis station seismicity machine learning structural types decision forest self-training procedures city-scale seismic damage simulation numerical models model parameter analysis algorithm seismic performance evaluation seismic risk seismic hazard seismic force resisting system energy dissipater seismic design nonlinear response |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910557314503321 |
Han Sang Whan
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| Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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 |
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Yang Tony
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| MDPI - Multidisciplinary Digital Publishing Institute, 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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