<
From version < 236.3 >
edited by Fredrik Lagerström
on 2020/04/01 14:32
To version < 236.4 >
edited by Fredrik Lagerström
on 2020/04/01 14:32
>
Change comment: There is no comment for this version

Summary

Details

Page properties
Content
... ... @@ -825,15 +825,11 @@
825 825  It is uninterested in the calculation point of view, that effective masses are compared to the total or the reduced mass, because these values are given in percentage and only gives information, that which mode shape is the fundamental or which shapes are dominant in a given direction.
826 826  )))
827 827  
828 -*
829 829  
830 830  At //Options//, more calculation properties can be set:
831 831  
832 -*
833 -
834 -**Combination rule**
831 +* **Combination rule**
835 835  The combination rule of effects in the //x'//, //y'// and maybe //z// directions can be set here. You can choose from two possibilities.
836 -
837 837  * **Consider torsional effect / Consider second order effect**
838 838  Additional effects can be taken into consideration during seismic calculation. See the detailed description of these effects in //Theory book//.
839 839  
... ... @@ -892,7 +892,7 @@
892 892  (% style="text-align: center;" %)
893 893  Figure: Maximum seismic effect defined as load group
894 894  
895 -= Footfall analysis =
891 += {{id name="Footfall analysis"/}}Footfall analysis =
896 896  
897 897  This calculation method allows for checking the structure's response for an excited vibration.
898 898  
... ... @@ -920,7 +920,7 @@
920 920  
921 921  These results can be listed in Analysis/Footfall analysis.
922 922  
923 -= Investigate =
919 += {{id name="Investigate"/}}Investigate =
924 924  
925 925  If a warning message appears during calculation (e.g. Load mismatch or Finite element mesh problem) there is a possibility to check and fix the error by navigating in the model with //Investigate//.
926 926  
Copyright 2020 StruSoft AB
FEM-Design Wiki