×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

Analysis case?

Analysis case?

Analysis case?

(OP)
I have 4 analysis cases defined: Dead load, live load, modal and time history(TH- using 3 accelerograms or ground motion time histories).
In the window where I show/modify the TH analysis case appears a column where I shoul define the scale factor. And it has a great importance.
If I use 1 it results displacements about up to 1.2m.
If I use 0.1 it results displacements about up to 0.12m.
What does it do this scale factor? Shouldn't it be 1? So the entire ground motion time history act on the structure?
I use SAP2000 v.8.27
Replies continue below

Recommended for you

RE: Analysis case?

Hi,

Scale Factor is generally used when converting the unit of a specific ground motion. If your earthquake data have the units you like, then Scale factor is simply equal to 1.0.

Regards

RE: Analysis case?

(OP)
Thanks! I guess I should scale the ground motion time histories, first. Do you know a classification of the severity of the ground motion according to the maximum acceleration of the ground motion? If I could know this, I could scale them in order to obtain what earthquake I want. And some programes to scale the ground motions?
Thankyou again.

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members! Already a Member? Login



News


Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close