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- Tue Jul 30, 2013 11:06 am
- Forum: OpenSees.exe Users
- Topic: Point of load application in MPA
- Replies: 1
- Views: 2237
Point of load application in MPA
I have a three-Story one-bay X-braced frame. Here are the assumptions I uesd to model the frame -Geometric imperfection of brace is parabolic in shape, out of plane with initial imperfection in the middle of brace of Leff/200. -Beams and columns are modeled with force-based beam-column element . -Br...