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- Sat Feb 06, 2021 2:26 pm
- Forum: OpenSees.exe Users
- Topic: Problem related to Eigen Analysis
- Replies: 1
- Views: 1441
Problem related to Eigen Analysis
For a 7 storied HSS steel cross braced timber frame with post tension, the Time Period is coming much higher (2.17 s) than expected and also when number of stories is limited to one as shown in the code below, I am getting the following error: ArpackSolver::Error with _saupd info = -9 Starting vecto...