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- W806991750 abstract "There exist independent structural systems having no constraints in the collapse, which are characterized by the rigid body mode. If the original Rayleigh damping model is applied to the system, the motion is improperly described because the mass proportional damping causes the resistant force to the motion. In this paper, a new damping model, so called rigid-body-mode-removed damping model. is proposed, which separates the rigid body mode component from the mass proportional damping of the conventional Rayleigh damping model, so that damping force for the only deformation mode be evaluated. Utilizing the central difference time integration method, mass orthogonality of the rigid body mode and the rigid body mode being the nullspace of the stiffness matrix, it is shown that the rigid body mode velocity can be pre-evaluated at the current time step, which enables the explicit time integration." @default.
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- W806991750 date "1997-01-01" @default.
- W806991750 modified "2023-09-22" @default.
- W806991750 title "Damping Modeling for the Analysis of Collapse Motion of Structures" @default.
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