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Formulation of human–structure interaction system models for vertical vibration
In this paper, human–structure interaction system models for vibration in the vertical
direction are considered. This work assembles various moving load models from the …
direction are considered. This work assembles various moving load models from the …
Identification of mass–spring–damper model of walking humans
Interaction of walking people with vibrating structures is known to be an important yet
challenging phenomenon to simulate. Despite of its considerable effects on the structural …
challenging phenomenon to simulate. Despite of its considerable effects on the structural …
Time-domain numerical analysis of single pedestrian random walks on laminated glass slabs in pre-or post-breakage regime
Mechanical performance assessment of load-bearing elements under ordinary design
actions is a priority when material degradation or even severe damage may be experienced …
actions is a priority when material degradation or even severe damage may be experienced …
Acceleration response spectrum for predicting floor vibration due to occupant walking
Annoying vibrations caused by occupant walking is an important serviceability problem for
long-span floors. At the design stage the floor׳ s structural arrangement may frequently …
long-span floors. At the design stage the floor׳ s structural arrangement may frequently …
Application of the pseudo-excitation method to assessment of walking variability on footbridge vibration
The pseudo-excitation method is applied to determine the non-stationary vibration response
of footbridges to variable pedestrian excitation. Excitation forces are described by their …
of footbridges to variable pedestrian excitation. Excitation forces are described by their …
Dynamic performance characteristics of an innovative cable supported beam structure–concrete slab composite floor system under human-induced loads
Q An, Q Ren, H Liu, X Yan, Z Chen - Engineering Structures, 2016 - Elsevier
Abstract An innovative Cable Supported Beam Structure–Concrete Slab Composite Floor
System (CSBS–CSCFS) with a desirable large span capacity was developed in this study to …
System (CSBS–CSCFS) with a desirable large span capacity was developed in this study to …
Response control of cable-stayed arch bridge using modified hanger system
Vertical or inclined cables which are placed in bridges as a hanger system affect the
dynamic performance of bridges. Inclined hangers can be used instead of vertical hangers …
dynamic performance of bridges. Inclined hangers can be used instead of vertical hangers …
A hybrid vibration mitigation method based on the crowd flow control and tuned mass damper on a footbridge
Q Zhu, W Yang, Q Zhang, Y Du - Engineering Structures, 2021 - Elsevier
This study proposes a hybrid mitigation method based on the crowd flow control and the
eddy current tuned mass damper to control the excessive vibration caused by the random …
eddy current tuned mass damper to control the excessive vibration caused by the random …
Simulations of human-induced floor vibrations considering walking overlap
Floor vibration induced by human activities has become an important concern to both
designers and developers, especially for modern structures designed with larger spans and …
designers and developers, especially for modern structures designed with larger spans and …
Formulating the optimum parameters of modified hanger system in the cable-arch bridge to restrain force fluctuation and overstressing problems
Inclined hangers behave better than vertical ones under lateral loads (ie, wind or
earthquake) despite they are prone to fatigue phenomenon. In some instances, the …
earthquake) despite they are prone to fatigue phenomenon. In some instances, the …