Hi,
I use Seismostruct for first time and i modeled a five storey three dimensional reinforced concrete building with an unerground floor with perimeter walls in foundation.There are permanent loads in frame elements and mass is defined from both frame and loads and loads are not derived from masses ...
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- by dimitra
- 23 Sep 2015, 15:50
- Forum: 02-Getting started with the modelling
- Topic: Dynamic time history analysis
- Replies: 1
- Views: 3315
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