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non-linear dynamic analysis; seismic response; vertical component; acceptance criteria; steel buildings; Impulsive Semi-Active Mass Damper; frequency ratio; mass ratio; structural displacement; maximum roof displacement; plastic hinge region; smooth reinforcement; M/φ characteristics; atypical cross-section; post-installed anchor; structural performance evaluation; dynamic load protocol; shear; pull-out; cracked concrete; seismic; bridge; near-fault vertical earthquake; multiple separations; seismic excitation period; vertical excitation amplitude; bending damage; axial compression failure; seismic isolation; laminated rubber bearing; lead rubber bearing; shaking table test; nuclear facility component; beyond design basis earthquake; LRB design; seismic performance; seismic isolation frequency; dual-phase reinforcing steel; earthquake-resistant design; Tempcore reinforcing steel; reinforced concrete frames; seismic analysis; pushover analysis; setbacks; earthquake; damage index; seismic evaluation performance; damage distribution; dam pier; reinforced concrete (RC); reinforced polymer cement mortar (RPCM); SRS method; seismic response analysis; FEM; reinforcement effect; upgrading old RC structures; shear retrofit; T-beams; CFRP strips; anchoring devices; nonlinear response time history analysis; reinforced concrete shear wall structure; modal-based ground motion selection; frequency contents combination in the time domain; dominated mode; RC structure; structural pounding; probabilistic seismic assessment; fragility curves; global and local EDPs; linear and bilinear PSDMs; PSDM’s assumptions; nonlinear dynamic analyses; Eurocode 8; concrete; anchor bolt; pull-out strength; SPH method; masonry infill panels; torsional behavior; incremental dynamic analysis; collapse fragility curve; damage measure; steel structure; buckling-restrained brace; cumulative damage; multi-hazard; wind; inelastic seismic analysis; nuclear metal component; design-basis earthquake; beyond-design-basis earthquake; plastic strain; strain gauge; Chaboche kinematic hardening model; Voce isotropic hardening model; strain gauge rosettes; principal strain; RC isolated continuous girder bridge; the copula function; seismic fragility analysis; near-fault ground motions; passive energy dissipation systems; tuned mass damper; viscous damper; friction damper; optimization; dynamic response; seismic site classification; seismic design codes; earthquake resistance design; design criteria; soil response; steel structures; autoclaved lightweight aerated concrete (ALC) panel; seismic behavior; finite element analysis; parametric study; traffic engineering; seismic calculation; loess area; DBM; DESANM; structural irregularity; incidence angle; nonlinear time-history analysis; maximum displacement; maximum interstory drift; reinforced concrete; substandard buildings; brittle failure; earthquake loads; rapid seismic assessment; IDA; the cloud method; IMPA; MPA; nonlinear static analysis; nonlinear dynamic analysis; fragility curve; magnetorheological damper; story drift ratio; shear force; bending moment; torsional vibration; SPEAR; RC beam-column joint; pushover; beam-column joints; carbon fiber-reinforced polymer longitudinal bars; tests; bond; cyclic loading; response controlled systems; dampers’ combination; dynamic characteristics; frequency domain; nonparametric method; parametric method; subspace identification; n/a