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full_syntax [2022/10/28 23:17]
marijn.nijenhuis [Output Arguments] |
full_syntax [2023/11/09 22:21]
marijn.nijenhuis [Output Arguments] |
| {{tablelayout?colwidth="-,140px,140px,-"}} | {{tablelayout?colwidth="-,140px,140px,-"}} |
| ^ Field ^^ Value ^ Description of column representation ^ | ^ Field ^^ Value ^ Description of column representation ^ |
| | ''stressmax'' || 1×n<sub>s</sub> vector | Maximum stress in the system (in unit Pa). Only nonrigid elements are considered. | | | ''stressmax'' || 1×n<sub>s</sub> vector | Maximum stress in the system (in unit Pa). By default, only nonrigid elements are considered. See ''opt.rigidstress''. | |
| | ''freq'' || n<sub>ndof</sub>×n<sub>s</sub> matrix| Natural frequencies of the system (in unit Hz). Values are sorted from low to high. | | | ''freq'' || n<sub>ndof</sub>×n<sub>s</sub> matrix| Natural frequencies of the system (in unit Hz). Values are sorted from low to high. | |
| | ''buck'' || n<sub>ndof</sub>×n<sub>s</sub> matrix| Buckling load multipliers of the system. Values are sorted from low to high. Note: load multipliers are only calculated if ''opt.calcbuck = true''.| | | ''buck'' || n<sub>ndof</sub>×n<sub>s</sub> matrix| Buckling load multipliers of the system. Values are sorted from low to high. Note: load multipliers are only calculated if ''opt.calcbuck = true''.| |
