By C. Rainieri, G. Fabbrocino (auth.), Fikret Necati Catbas, Shamim Pakzad, Vitomir Racic, Aleksandar Pavic, Paul Reynolds (eds.)
Topics in Dynamics of Civil constructions, quantity four: complaints of the 31st IMAC, A convention and Exposition on Structural Dynamics, 2013, the fourth quantity of 7 from the convention, brings jointly contributions to this crucial quarter of study and engineering. the gathering provides early findings and case reviews on basic and utilized elements of Structural Dynamics, together with papers on:
Modal Parameter identity for Civil Structures
Vibration keep an eye on of Civil Structures
Damage Detection versions for Civil Structures
Data-Driven future health tracking of buildings & Infrastructure
Experimental thoughts for Civil Structures
Human-induced Vibrations of Civil Structures
Structural Modeling for Civil Structures
Read or Download Topics in Dynamics of Civil Structures, Volume 4: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 2013 PDF
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Additional resources for Topics in Dynamics of Civil Structures, Volume 4: Proceedings of the 31st IMAC, A Conference on Structural Dynamics, 2013
Hybrid MPC is an MPC scheme that finds optimal control strategies for a hybrid system model. Optimization of this control results in a mixed integer quadratic programming (MIQP) problem, which can be solved numerically to find the optimal control input. The resulting control force satisfies the passivity constraint and no longer needs clipping as shown in Fig. 2b. The on-line implementation of hybrid MPC must solve the optimization problem during the sampling time of the system, which is a computationally challenging problem with a complex system model and/or anything but the shortest time horizons.
All these floors have sections or bays which are susceptible to human-induced vibrations or transmission problems from human-induced activities in upper floors. All these floors are fully fitted out with office furniture, partitions, suspended ceilings and false flooring. Floor 1, shown in Fig. 1a, is a composite steel-concrete floor in a steel framed office building. The primary beams span approximately 12 m between the column lines, the secondary beams span between the primary beams and the composite slab spans between the secondary beams.
Eng Struct 24(3):243–259 7. Dyke SJ, Spencer BF, Sain MK, Carlson JD (1996) Modeling and control of magnetorheological dampers for seismic response reduction. Smart Mater Struct 5(5):565–575 8. Jansen LM, Dyke SJ (2000) Semiactive control strategies for MR dampers: comparative study. J Eng Mech 126(8):795–803 9. Sun L, Goto Y (1994) Application of fuzzy theory to variable dampers for bridge vibration control. In: Proceedings of the 1st world conference on structural control, pp WP1:31–40, Los Angeles, CA, August 1994 10.