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Since the well-known Millennium bridge accident happened at the beginning of this century, both researchers and engineers realized that the human-induced vibration may lead to unaffordable consequences. Although such vibrations hardly threaten the safety
Haoqi Wang +4 more
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A general vibration control methodology for human‐induced vibrations [PDF]
This paper proposes a general methodology for the design of vibration control of human-induced vibrations. This uses a feedback loop for the design of control parameters and accounts for the nature of human excitation and how humans feel the vibration.
Wang, Xidong +3 more
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Evaluation of human-induced vibration of continuous footbridges [PDF]
With the development of construction materials and the introduction of high strength steel and concrete, the human-induced vibration became a dominant criterion for the design of pedestrian bridges.
El-Robaa Ahmed +2 more
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Acceleration feedback control of human-induced floor vibrations [PDF]
Active vibration control (AVC) via a proof-mass actuator is considered to be a suitable technique for the mitigation of vibrations caused by human motions in floor structures. It has been observed that actuator dynamics strongly influence structure dynamics despite considering collocated actuator/sensor control.
Diaz, I.M, Reynolds, P.
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Purposes This work has been done in order to study the dynamic response of long-span simply-supported steel truss pedestrian bridge under human-induced excitation and the damping effect of tuned mass damper (TMD).
Jinfeng JIAO +4 more
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A Review of Human Induced Vibrations on Footbridges [PDF]
An extensive literature review of human induced vibrations that flexible footbridges experience is addressed in this study. Qualitative information is comprehensively included herein to provide common methods and code recommendations for the practicing engineers.
Maraveas, C. +2 more
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This study aims to provide an accurate finite element (FE) modeling method for structural vibration serviceability evaluation of the suspended floor under human-induced excitation.
Zhihao Wang +5 more
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Equivalent Dynamic Load Factor of Different Non-Exceedance Probability for Crowd Jumping Loads
Existing dynamic load factors (DLF) for crowd jumping loads are modeled by identifying the peaks and energies from the corresponding Fourier amplitude spectrum, which may underestimate and overestimate structural responses, respectively.
Jiecheng Xiong +3 more
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A Fourier Series-Based Multi-Point Excitation Model for Crowd Jumping Loads
Crowd jumping loads are often simplified to a single-point excitation in the existing Fourier series-based models, most of which lack the data support of crowd jumping experiments.
Jiecheng Xiong +5 more
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With the increasing demands on span length, aesthetics, and urban landscapes of pedestrian bridges, the fundamental frequency of pedestrian bridges is continuing to decrease, and their vibration and walking comfort issues are becoming increasingly ...
Jialu Li, Xi Liu
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