Recent Advances in the Design of Structures with Passive Energy Dissipation Systems |
Autore | Ricciardi Giuseppe |
Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2020 |
Descrizione fisica | 1 electronic resource (266 p.) |
Soggetto topico | History of engineering & technology |
Soggetto non controllato |
stay cable
vibration control hybrid control inertial mass damper viscous damper passive vibration control inerter system cable bracing parametric study optimal design tuned mass damper inerter high-rise buildings wind tunnel test wind-induced response structural control synchronous multi-point pressure measurement seismic protection displacement-dependent damping stochastic dynamic analysis metal damper performance parameter cyclic loading test hysteretic behavior energy dissipation capability multi-degree of freedom graphical approach suspension bridges seismic test pushover test precast concrete structure shake table Base-Isolated Buildings bearing displacement STMD MTMDs d-MTMDs incremental dynamic analysis earthquake energy dissipation “double-step” characteristics stiffness lifting seismic performance horizontal connection prefabricated shear wall structural systems high-tech factory lead rubber bearing moving crane soil structure interaction vibration wind load motion-based design uncertainty conditions constrained multi-objective optimization reliability analysis passive structural control cable-stayed bridges adjacent buildings seismic pounding energy-dissipation systems distributed damping systems optimal placement multibuilding systems hybrid genetic algorithm parallel computing pounding protection seismic isolation energy dissipation devices negative stiffness device damped structures |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910557128003321 |
Ricciardi Giuseppe | ||
Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2020 | ||
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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