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full_syntax [2018/04/19 13:47]
marijn.nijenhuis [Output Arguments] |
full_syntax [2018/04/19 13:49]
marijn.nijenhuis [5. Optional] |
| | ''showinputonly'' | ''true'' | Only create a visualization of the defined nodes and elements, without running any simulation. Useful for debugging connectivity and inspecting node and element numbering. | | | ''showinputonly'' | ''true'' | Only create a visualization of the defined nodes and elements, without running any simulation. Useful for debugging connectivity and inspecting node and element numbering. | |
| | ''transfer'' | ''true'' | Calculation of state-space equations. Requires specification of at least one input and one output, by means of ''nprops(i).transfer_in'' and ''nprops(i).transfer_out''. Cannot be used with applied forces, applied moments, prescribed displacements, and buckling load multipliers. | | | ''transfer'' | ''true'' | Calculation of state-space equations. Requires specification of at least one input and one output, by means of ''nprops(i).transfer_in'' and ''nprops(i).transfer_out''. Cannot be used with applied forces, applied moments, prescribed displacements, and buckling load multipliers. | |
| | ::: | 1×2 cell | Calculation of state-space equations that include relative damping for all modes of the system. (This value only affects the output in ''out.statespace''; the eigenfrequency output in ''out.freq'' and Spavisual remain undamped.) For example: ''opt.transfer = {true 0.01}'' to calculate state-space equations with relative damping 0.01. | | | ::: | 1×2 cell | Calculation of state-space equations that include relative damping for all modes of the system. (This value only affects the output in ''out.statespace''; the eigenfrequency output in ''out.freq'' and Spavisual remain undamped.) For example: ''opt.transfer = {true 0.01}'' calculates state-space equations with relative damping 0.01. | |
| ===== Output Arguments ===== | ===== Output Arguments ===== |
| |
| | | ''.CMglob'' | 6x6×n<sub>s</sub> matrix| Compliance matrix of node ''i'' in global frame (fixed frame). This is an array of three dimensions. The load step varies along the third dimension. | | | | ''.CMglob'' | 6x6×n<sub>s</sub> matrix| Compliance matrix of node ''i'' in global frame (fixed frame). This is an array of three dimensions. The load step varies along the third dimension. | |
| | | ''.CMloc'' | 6x6×n<sub>s</sub> matrix| Compliance matrix of node ''i'' in local frame (co-rotational with node). This is an array of three dimensions. The load step varies along the third dimension. | | | | ''.CMloc'' | 6x6×n<sub>s</sub> matrix| Compliance matrix of node ''i'' in local frame (co-rotational with node). This is an array of three dimensions. The load step varies along the third dimension. | |
| | ''statespace'' || state-space object | State-space representation of the system. Is only calculated when ''opt.transfer'' is used. | | | ''statespace'' || state-space object | State-space representation of the system. This is only calculated when ''opt.transfer'' is used. | |
| | ''version'' || string | SPACAR Light version number. | | | ''version'' || string | SPACAR Light version number. | |
| | ''ndof'' || integer | Number of degrees of freedom. | | | ''ndof'' || integer | Number of degrees of freedom. | |
