By Andre Preumont, Kazuto Seto

ISBN-10: 0470033932

ISBN-13: 9780470033937

With energetic regulate of buildings , international pioneers current the state of the art within the thought, layout and alertness of lively vibration keep watch over. because the call for for top functionality structural platforms raises, so will the call for for info and innovation in structural vibration keep watch over; this e-book presents a good treatise of the topic that would meet this requirement. The authors introduce lively vibration keep watch over by using clever fabrics and buildings, semi-active keep watch over units and quite a few suggestions innovations; they then talk about themes together with equipment and units in civil buildings, modal research, energetic regulate of high-rise structures and bridge towers, energetic tendon regulate of cable buildings, and lively and semi-active isolation in mechanical constructions.

lively regulate of constructions:

  • Discusses new different types of vibration keep watch over equipment and units, together with the newly built reduced-order actual modelling process for structural keep an eye on;
  • Introduces triple high-rise structures attached by way of energetic keep watch over bridges as devised by way of Professor Seto;
  • Offers a layout technique from modelling to controller layout for versatile buildings;
  • Makes prolific use of sensible examples and figures to explain the themes and know-how in an intelligible demeanour.

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Example text

Note that the natural frequency increases as the square of the mode order. 10 Uniform beam with non-collocated actuator/sensor pair. 10). 11; the plot shows the ratio zi /ω1 , so that the open-loop poles (independent of the actuator/sensor configuration) are at 1, 4, 9, 25, . . 1 l, the open-loop zeros are represented by ◦; they alternate with the poles. Another position of the actuator/sensor pair along the beam would lead to a different position of the zeros, but always alternating with the poles.

142) where n is the number of stories. 143) where g is the scalar gain and h(s) is the scalar control law, common to all the loops. According to the foregoing discussion, the transmission zeros are the natural frequencies of the system obtained by constraining (blocking) the first two floors. 142) can therefore be used to evaluate the zeros as well, after setting the number of stories to n − 2. 31 shows the root locus for a positive position feedback as in Høgsberg and Krenk (2006), h(s) = −1 .

138) where H(s) is a square matrix and g is a scalar parameter (the discussion is not restricted to decentralized control). 138): [Ms 2 + K + g B H(s)B T ]x = 0. 139) coincide with the transmission zeros defined above, for any form of H(s) (not necessarily diagonal). 139) do not depend on H(s), they can be computed with H(s) = I . In this case, the transmission zeros are seen as the asymptotic solutions of lim [Ms 2 + K + g B B T ]x = 0. f. involved in the control. f. f. involved in the control are blocked.

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Active Control of Structures by Andre Preumont, Kazuto Seto

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