Soil-structure random response reduction via TMD-VD simultaneous use

DOI10.1016/S0045-7825(99)00434-XzbMath1010.74082MaRDI QIDQ1595100

Izuru Takewaki

Publication date: 13 May 2003

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

zbMATH Keywords

transfer functionsoil-structure interactiontuned mass damperdashpothysteretic dampingradiational dampingbuilding structureshorizontal springinverse of coefficient matrixoptimal viscous damper placementresponse amplificationsemi-infinite viscoelastic groundsteepest direction search algorithm

Mathematics Subject Classification ID

Related Items (1)

Optimization criteria for tuned mass dampers for structural vibration control under stochastic excitation

Uses Software

• SHAKE91

Cites Work

• Optimal damper positioning in beams for minimum dynamic compliance

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