capablanca
Structural
- Nov 26, 2001
- 32
Dear Sirs:
I am reviewing a seismic analysis of a vessel supported on four legs done with Compress. The legs are X braced ;the bracings are located at midheight of the legs.Thus,below the bracings and above the bracings there are segments of legs that are submitted to bending due to the seismic horizontal shears.
I cannot visualize this bending effect in Compress output.
How this is accounted in the software? Also ,when calculating the Periods ,using Raleigh method ,how this effect is considered.
Thanks for any tip on this.
Capablanca
I am reviewing a seismic analysis of a vessel supported on four legs done with Compress. The legs are X braced ;the bracings are located at midheight of the legs.Thus,below the bracings and above the bracings there are segments of legs that are submitted to bending due to the seismic horizontal shears.
I cannot visualize this bending effect in Compress output.
How this is accounted in the software? Also ,when calculating the Periods ,using Raleigh method ,how this effect is considered.
Thanks for any tip on this.
Capablanca