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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Published in | Earthquake engineering & structural dynamics Vol. 28; no. 12; pp. 1567 - 1585 |
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Main Author | |
Format | Journal Article |
Language | English |
Published |
Chichester, UK
John Wiley & Sons, Ltd
01.12.1999
Wiley |
Subjects | |
Online Access | Get full text |
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