An optimization study for viscous dampers between adjacent buildings

This paper investigates optimum viscous damper capacity and number for prevention of one-sided structural pounding between two adjacent buildings under earthquake motion. The buildings assumed as shear-type structures are modeled by using lumped mass-stiffness technique. Impact forces due to poundin...

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Veröffentlicht in:	Mechanical systems and signal processing 2017-05, Vol.89, p.88-96
Hauptverfasser:	Kandemir-Mazanoglu, Elif Cagda, Mazanoglu, Kemal
Format:	Artikel
Sprache:	eng
Schlagworte:	Adjacent building Buildings Computer simulation Damping Damping capacity Earthquake construction Earthquake dampers Earthquakes Impact loads Optimization Pounding Seismic behavior Seismic engineering Stiffness Structural pounding Viscous damper
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