Displacement-acceleration control via stiffness-damping collaboration

An approach is presented to stiffness–damping simultaneous optimization for displacement–acceleration simultaneous control. To make a shear building model stiffer, the sum of mean‐square interstorey drifts to stationary random excitations is minimized or the mean‐square top‐floor absolute accelerati...

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Bibliographic Details
Published inEarthquake engineering & structural dynamics Vol. 28; no. 12; pp. 1567 - 1585
Main Author Takewaki, Izuru
Format Journal Article
LanguageEnglish
Published Chichester, UK John Wiley & Sons, Ltd 01.12.1999
Wiley
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