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Efficient Damping and Isolation Systems for Civil Structures

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Palabras clave – provistas por la editorial

isolation; high damping rubber bearing; low shape factor; performance test; experiment; three-dimensional (3D) seismic isolation; vertical seismic isolation device; disc spring; helical coil spring; steel damper; laminated rubber bearing; seismic energy dissipation; nuclear power plant equipment; seismic isolation frequency; hysteretic behavior; cable; control; damping; semi-active; negative stiffness; vibration; liquid storage tank; MetaFoundation; time domain analysis; earthquake; passive control; stop band; suspended ceiling systems; passively controlled structure; pulley tackle mechanism; shake table test; simulation analysis; tower-like structures; tuned liquid gas damper; elastic membrane; gas spring; gas volume; SA-TLGD; TLCGD; TLCD; TMD; inerter; optimization; TMDI; vibration mitigation; tuned sloshing damper; TSD; tuned mass damper; numerical simulation; coupled simulation; computational wind engineering; CWE; hysteresis; internal resonances; nonlinear modal interaction; n/a

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