Results 21 to 30 of about 20,668 (357)
The vibration control performance and its influencing factors of a tuned mass damper and a particle damper are examined by a single degree of freedom structure with such devices.
Zheng Lu, Dianchao Wang, Peizhen Li
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Performance of Fixed-Parameter Control Algorithms on High-Rise Structures Equipped with Semi-Active Tuned Mass Dampers [PDF]
The present study investigates the performance of fixed parameter control algorithms on wind-excited high-rise structures equipped with semi-active tuned mass dampers of variable damping.
Astrom +23 more
core +2 more sources
Optimal seismic response using a Passive Tuned Mass Damper Inerter (TMDI)
The latest earthquakes history shows that resistant conception, safe and economical structures are a daily challenge for structural engineers. Among the newest vibration control devices figures the inerter which is a device which can develop a large ...
Salah Djerouni +5 more
doaj +1 more source
A Hybrid Damper with Tunable Particle Impact Damping and Coulomb Friction
A particle impact damper (PID) dissipates the vibration energy of a structure through impacts within the damper. The PID is not commonly used in practice mainly because of its low damping-to-mass ratio and the difficulty in achieving its optimal design ...
Muhammad Ayaz Akbar +2 more
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Optimum design of the tuned mass-damper-inerter for serviceability limit state performance in wind-excited tall buildings [PDF]
Optimally designed tuned mass-damper-inerters (TMDIs) are considered to meet code-prescribed serviceability criteria in typical wind-excited tall buildings subject to vortex shedding effects in a performance-based design context.
Agathoklis Giaralis +15 more
core +1 more source
Vibration control strategies for proof-mass actuators [PDF]
Proof-mass actuators have been considered for a broad range of structural vibration control problems, from seismic protection for tall buildings to the improvement of metal machining productivity by stabilizing the self-excited vibrations known as ...
Huyanan, S., Sims, N.D.
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Unified Shear-Flexural Model for Vibration Control of Buildings Using Passive Dynamic Absorbers
A unified design model is proposed for various kinds of passive dynamic absorbers (PDAs) attached to buildings with different lateral resisting systems.
Hugo Hernández-Barrios +3 more
doaj +1 more source
Characteristics of the asymmetric Stockbridge damper [PDF]
The Stockbridge damper (tuned mass absorber) is used on overhead transmission power lines to suppress wind-induced vibrations. These power lines get exposed to various types of wind motions that cause them to vibrate and this causes fatigue failure at ...
Zondi Zakhele +2 more
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Passive vibration suppression using inerters for a multi-storey building structure [PDF]
This paper investigates the use of inerters for vibration suppression of a multistorey building structure. The inerter was proposed as a two-terminal replacement for the mass element, with the property that the applied force is proportional to the ...
Jiang, Jason Zheng +2 more
core +2 more sources
The efficiency of a Tuned Sloshing Damper (TSD) when mitigating wind-induced structural vibrations is investigated. We assessed the performance in terms of peak structural displacements and accelerations, compared to that of the Tuned Mass Damper (TMD ...
Máté Péntek +3 more
doaj +1 more source

