<t>Hello,<br/>
Im trying to model a vertical earthquake component on a girder. I would like to know is it necessary to multiply my Time-history curve with the Curve Multiplier equal to 9.81 m/sec2 in Applied loading or not. Values of the acceleration in Time-history curve are in m/sec2.<br/>
Thank ...
Search found 2 matches
- 12 May 2009, 15:33
- Forum: 03-Analytical/modelling capabilities
- Topic: Vertical earthquake component
- Replies: 3
- Views: 5668
- 01 Oct 2008, 13:40
- Forum: 04-Unexpected behaviour/errors
- Topic: Range check error
- Replies: 2
- Views: 3817
Range check error
I have a problem with Range check error in Eigenvalue analysis! I modeled a structure and every time I start analysis error pops up! Ill be grateful for some help! Thank you!