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- 12 Aug 2017, 12:56
- Forum: 04-Unexpected behaviour/errors
- Topic: time history analysis
- Replies: 1
- Views: 3162
time history analysis
I am performing nonlinear time history analyses of 4 Rc frame buildings. I also use "number of a story" as a variable. I have 2, 5,9 and 13 stories buildings. I apply 30 near-fault and far-fault EQ and use lumped masses and wind 30 and 50 m/s as force time history analysis. As a result, I checked ...