Dynamic: Calculation of the Tower Period
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Author: preceptor
Last Post: ivanveliki
Replies 4
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Dynamic: Calculation of the Tower Period
#1
CALCULATION OF THE TOWER PERIOD

[Image: d9ajsa6hz016s988qge.jpg]

info:
This spreadsheet
about calculation of the special period,
used simpson numeriacal integration method

[attachment=1016]
[-] The following 14 users say Thank You to preceptor for this post:
  • dizz, jaks, ivanveliki, gabriel, JAB91076, jcoronellr, soringer, mad_world, nigema, rakadeva, hcardenas, zainseiya, Struc-Con, ruaumoko
#2
Dear Urbana,

thanks for this posting, but what formula to get "d (cm)" and "s.k" ?
there is only value not formula.

regards,
robertsasmita
[-] The following 1 user says Thank You to robertsas for this post:
  • Dell_Brett
#3
dear robertsas
you should use sap2000 before using spreadsheet,
q=1kn\m

after using sap2000,you can view displacements,(d(cm))

if you can using simpson numerical integration method,you can type as me s.k value,

regards
[-] The following 5 users say Thank You to preceptor for this post:
  • timosi™, robertsas, jcoronellr, soringer, mad_world
#4
Dear urbana,
This kind of information must be in the first post!

Keep active!

Dell Brett
[-] The following 1 user says Thank You to Dell_Brett for this post:
  • concreteok
#5
I am working on a new method for determining the period of the tower-like structures. This is an approximate formula, where you have to have the displacements. If you model it into SAP2000 you will get also the period. I am trying to derive a formula, based only on geometry.
[-] The following 4 users say Thank You to ivanveliki for this post:
  • robertsas, concreteok, Dell_Brett, jaks


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