Dynamic time history analysis
Posted: 23 Sep 2015, 15:50
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.All base nodes are considerded fully restrained against rotation and translation.I try to run dynamic time history analysis and analysis terminated with the following message''Unable to apply the entire permanent load''Any idea???I have run eigenvalue analysis without problems.
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.All base nodes are considerded fully restrained against rotation and translation.I try to run dynamic time history analysis and analysis terminated with the following message''Unable to apply the entire permanent load''Any idea???I have run eigenvalue analysis without problems.