CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Civil Engineering Association Software Software Installation Problems & Bugs Archive Problem Load Pattern in pushover analysis

Load Pattern in pushover analysis
 paladin

Semi Senior Member

Banned
White-private
User ID: 27662
Joined: Aug 2010
Posts: 75
Threads: 41
Likes: 243 in 64 posts
Given Likes: 86
Points:5,453 EP
#1
09-26-2010, 06:23 AM
Dear members of Civilea
I need help
I use etabs/sap2000 for pushover analysis.
The questions :
1) What is the formula to distribute static force to form "the load pattern of higher-mode-profile" ?
2) Is there correlation between the load pattern we choose & the pushover method we use ?
3) For CSM, CM & MPA respectively, what load pattern that I should use ?
Thanks
Paladin




  •
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  Response Modification Factor ( R ) via Pushover analysis using SAP2000/ETABS paladin 8 10,478 09-29-2010, 02:29 PM
Last Post: paladin
  Creating Bi-Linear Curve of Pushover Analysis paladin 3 4,815 09-26-2010, 09:58 PM
Last Post: Sumatra
  Shear reinforcement for pushover analysis in SAP2000 / ETABS paladin 14 16,814 09-26-2010, 11:21 AM
Last Post: Sumatra
  ASCE 7-05/02 Auto Lateral Load Pattern in SAP2000/ETAB verongskey 5 9,524 03-11-2010, 04:20 AM
Last Post: Veggeta

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode