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Palabras clave – provistas por la editorial

damping device; seismic design; design base shear; nonlinear response history analysis; liquid storage tank; earthquake; wind; dynamic response; fluid–solid interaction; composite shear wall; seismic behavior; quasi-static test; design strength model; bored-pile; global strain extensometer; pile friction resistance; real-time monitoring; snow–wind combined experiment facility; snowdrift; field observation; scale experiments; similarity criterion; underwater explosion; composite pressure hull; whipping; breathing; failure index; laminated glass (LG); free vibrations; fundamental frequency; mechanical restraints; field experiments; analytical modelling; Finite Element (FE) numerical modelling; super large cooling tower; whole construction process; wind vibration coefficient; buckling stability; ultimate bearing capacity; snow load; complex roof; EOF analysis; characteristics decomposition; RABT fire curve; fire simulation; tunnel fire; high temperature; fire safety; fire accident; vertical earthquake motion; seismic response; atrium-style metro station; shaking table test; wind characteristics; boundary layer; typhoon; hurricane; field measurement; train derailment; derailment containment provisions; collision testing; post-derailment behavior; slurry pipe jacking; friction resistance; effective friction coefficient; pipe-soil-slurry interaction; lubrication efficiency; concrete; blast load; Monte Carlo analysis; seismic demand; pushover; suction caisson; suction penetration; soil plug; hydraulic gradient; visual tests; mountainous valley; bridge site; boundary transition section (BTS); numerical simulation; wind tunnel test; small radius TBM interval; equivalent continuous model; Winkler elastic foundation beam theory; transfer matrix method; horizontal axis deviation; tall timber buildings; timber composites; seismic retrofitting; Eurocode 8; structural assessment; masonry buildings; earthquakes; seismic loads; existing structures; reliability; rehabilitation; risk; blast loading; welded haunch connection; steel frame structures; non-linear dynamic analysis; ABAQUS; multiple degree of freedom (MDOF); frame ductility ratio; n/a