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The effectiveness of multiple tuned mass friction dampers (MTMFD) for vibration control of structure over a single tuned mass friction damper (STMFD) is investigated.
The effectiveness of passive multiple-tuned mass friction dampers (P-MTMFDs) over a single passive-tuned mass friction damper (P-TMFD) is investigated.
Pisal and Jangid (2015) studies seismic response of multi-story structure with multiple tuned mass friction dampers.
The effectiveness of tuned mass friction damper (TMFD) in suppressing the dynamic response of the structure is investigated.
These nitro compounds are vulnerable to explode during storage, transportation and handling due to the sudden impact of mass, friction and heat and hence must be handled scrupulously.
In the present study, the performance of tuned mass friction damper (TMFD) in controlling undesirable resonant response of the bridge is investigated.
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The effects of various variables, such as fine mass fraction, particle friction coefficients, diameter ratio of fine to coarse and filling method (random, layered or industrial filling), as well as the interaction with wall (static and rolling friction) on the segregation are investigated.
The compressor performance in terms of refrigerant flow rate, leakage mass flow, friction loss, compressor torque and valve performance are discussed and shown.
Compared with neat epoxy, the composites with MWCNTs showed a lower mass loss, friction coefficient and wear rate and these parameters decreased with the increase of MWCNT percentage.
The results demonstrate that the analytical model, in particular with the actuator mass and friction components included, provides a high degree of fit to the actual behavior.
Sensitivities of the truck speed and mass, wheel/rail friction and the train suspension to the lateral stability and derailment of the train are reported.
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