<
From version < 2.3 >
edited by IwonaBudny
on 2018/09/06 14:10
To version < 2.4 >
edited by IwonaBudny
on 2018/09/06 14:10
>
Change comment: There is no comment for this version

Summary

Details

Page properties
Content
... ... @@ -19,15 +19,18 @@
19 19  
20 20  Another complicated problem is to define exact direction of the ground motion in the seismic investigation. Generally the ground movement is assumed as an arbitrary horizontal motion but the vertical motion also may cause problem to the structure. Fundamentally the calculation process can be divided into three methods:
21 21  
22 -== (% style="font-size:18px" %)Time history(%%) ==
22 +(% id="HTimehistory" %)
23 +== Time history ==
23 23  
24 24  Lorem ipsum dolor sit amet, consectetur adipiscing elit, sed do eiusmod tempor incididunt ut labore et dolore magna aliqua. Ut enim ad minim veniam, quis nostrud exercitation ullamco laboris nisi ut aliquip ex ea commodo consequat. Duis aute irure dolor in reprehenderit in voluptate velit esse cillum dolore eu fugiat nulla pariatur. Excepteur sint occaecat cupidatat non proident, sunt in culpa qui officia deserunt mollit anim id est laborum.
25 25  
26 -== (% style="font-size:18px" %)Modal analysis(%%) ==
27 +(% id="HModalanalysis" %)
28 +== Modal analysis ==
27 27  
28 28  Lorem ipsum dolor sit amet, consectetur adipiscing elit, sed do eiusmod tempor incididunt ut labore et dolore magna aliqua. Ut enim ad minim veniam, quis nostrud exercitation ullamco laboris nisi ut aliquip ex ea commodo consequat. Duis aute irure dolor in reprehenderit in voluptate velit esse cillum dolore eu fugiat nulla pariatur. Excepteur sint occaecat cupidatat non proident, sunt in culpa qui officia deserunt mollit anim id est laborum.
29 29  
30 -== (% style="font-size:18px" %)Lateral force method(%%) ==
32 +(% id="HLateralforcemethod" %)
33 +== Lateral force method ==
31 31  
32 32  Lorem ipsum dolor sit amet, consectetur adipiscing elit, sed do eiusmod tempor incididunt ut labore et dolore magna aliqua. Ut enim ad minim veniam, quis nostrud exercitation ullamco laboris nisi ut aliquip ex ea commodo consequat. Duis aute irure dolor in reprehenderit in voluptate velit esse cillum dolore eu fugiat nulla pariatur. Excepteur sint occaecat cupidatat non proident, sunt in culpa qui officia deserunt mollit anim id est laborum.
33 33  
Copyright 2020 StruSoft AB
FEM-Design Wiki