Active control of tall buildings


Seismic isolation in tall buildings have been not extensively studied but the paper by Tatemichi et al. It is also found that an increase in the maximum permanent interstory drift ratio also occurs in both the semi-active MPC and Clipped-LQG strategies. Furthermore, a conceptual scheme for high-rise building is proposed that is tested on a small scale. These, together with experimental tests, will provide the most appropriate tools. Madsen, L. For passive tuned mass dampers several design considerations need to be taken into account to achieve an economical solution. Instead, friction TMD performs well only around the design point. GYY designed the control strategy and performed the analysis.

  • Active/passive vibration control systems for tall buildings IOPscience
  • Citations Active Control of Tall Buildings Structurae
  • Active Control of Windloaded Tall Buildings Lorien Elizabeth Mackriell Google Books
  • Damping Technologies For Tall Buildings New Trends In Comfort And Safety
  • The Feasibility of Active Control of Tall Buildings SpringerLink

  • images active control of tall buildings

    Researchers have suggested and investigated the use of three active control mechanisms for tall buildings control. These mechanisms are the active tendon.

    Active/passive vibration control systems for tall buildings IOPscience

    The active control of a tall building, using tendons, is offered as an alternative control mechanism to that using an active tuned mass damper as. This paper investigates the feasibility of using the three active control mechanisms suggested in the literature for the control of tall buildings.
    The lateral load-resisting system is composed of steel perimeter moment-resisting frames with composite floors.

    Semi-active direct control method for seismic alleviation of structures using MR dampers. The solution process involves posing the search for a controller as a problem of constrained optimization for which the Lagrange multipliers are determined by an ellipsoid algorithm.

    Citations Active Control of Tall Buildings Structurae

    This program monitors three Chicago buildings under a wide range of wind environment conditions. Yoshida and Dyke developed a semi-active strategy based on a Clipped-LQG control algorithm which employs absolute acceleration feedback, and this strategy was applied to reduce the structural responses of the story benchmark building.

    Also, in the case of strong earthquake, for instance, the original intensity Northridge and Kobe, great permanent drifts are generated in the building without control.


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    Several numerical examples were conducted to show the validity of the model. However, in recent years, global warming and climate change appear to have caused these extreme wind events to occur more frequently and in less predictable areas.

    images active control of tall buildings

    The trend of the last years is to build taller, slimmer, and lighter structures, as the recent tall buildings completed or under construction in Manhattan demonstrate. In this model, the total shear stress is expressed as Yang et al.

    Video: Active control of tall buildings CTBUH 2012 Shanghai Congress - Kareem, "Energy Harvesting and Motion Control of Tall Buildings"

    The number of plastic hinges generated in the controlled structure during each earthquake is also significantly reduced when compared with that in the uncontrolled structure. In addition, except one case, the value of J 18 is less than 1. Therefore, damage to high-rise buildings under strong earthquakes could be significantly minimized.

    Three examples of vibration control systems are described.

    Active Control of Windloaded Tall Buildings Lorien Elizabeth Mackriell Google Books

    The first is a hybrid mass damper system, which is one type of active vibration control system. PDF | Active control of a tall building subjected to wind loads is presented in this paper. A story high-rise building ( m height) equipped. This paper investigates the feasibility of using the three active control mechanisms suggested in the literature for the control of tall buildings against wind forces.
    The paper concludes with an example of a building that is under construction at the time of the paper with this technique.

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    images active control of tall buildings

    J Eng Mech. Based on the measured vectors of floor accelerations and semi-active control forces, a modified Kalman—Bucy observer suitable for semi-active strategy is established to obtain the estimation of the state vector.

    Damping Technologies For Tall Buildings New Trends In Comfort And Safety

    Attard used viscous dampers, which was commanded by a gradient-based optimization algorithm, to simultaneously control interstory displacements. Moreover, many major cities are threatened by a variety of extreme events such as earthquakes and strong winds.


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    John Hancock Tower, Boston or in new constructions e. As shown in Fig.

    The Feasibility of Active Control of Tall Buildings SpringerLink

    Joung, J. These values are derived from the various control systems for different earthquakes with different intensity levels. Passive and active control of civil structures under dynamic wind loads Seshasayee Sathyamoorthy AnkireddiPurdue University Abstract A procedure for designing an active tuned mass damper for vibration control in tall buildings subject to wind loads is presented.

    Both devices rely on the same principles of mass and material based dissipation, respectively, similarly to passive dampers.

    3 thoughts on “Active control of tall buildings

    1. Passive systems can be further divided in two subcategories: i material based dissipation systems e. The easiest way to obtain this is with a pendulum.