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This paper examines the effectiveness of a MR damping system with lumped mass for a longitudinal vibration control of two-span bridge, preventing spans from pounding each other and mitigating its seismic responses when earthquake-induced load is inflicted.
The model describes the system 'power supply electrolyser electrode surface' as a system with lumped parameters characterising integral properties of the surface layer and integral parameters of the EPP.
As a result of the tests, it was found that the MR damping system with lumped mass was effective in preventing two spans from pounding each other and its active performance decreased the relative displacement of the bridge structure.
The MR damping system with lumped mass proposed in this study it was constituted by three components: a MR damper (30 kN) which connected two spans of a bridge and two spans themselves made different mass and stiffness.
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Framed tube system is modeled as cantilever beam with lumped mass at each storey level.
Considering the nonlinear restoring force of ball bearing, the dynamic equation of a rotor bearing system containing four typical faults was deduced with lumped mass method.
In each Newton iteration, we solve a linear system of equations using the TFETI domain decomposition method with lumped, Dirichlet, or no preconditioner.
Framed tube system based on Kwan's method was modeled as cantilever beam with lumped mass model for each storey level.
The focus is on a multi-zone building, with lumped heat transfer model based on thermal resistance and capacitance for system analysis.
Dynamics analysis of a simply supported uniform beam carrying a system of lumped masses with both translational and rotary inertia is performed.
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