Yang, Tony||Papalou, Angeliki||Zhou, Ying||Lu, Zheng
Resilience and Sustainability of Civil Infrastructures under Extreme Loads
English[eng]
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