Hanchai
Civil/Environmental
- Mar 15, 2016
- 6
Hi, all.
Recently I'm working with etabs and have two question about it.
I modeled 20-story concrete building. I completed modeling and analysis was completed successfully.
To check my modeling I examined reaction - base reaction and joint reaction. I summed joint reaction and compared it with base reaction.
I expected that the result is same, but it was different. Only force in Z direction matched.
Though it was only result for gravity load, the base reaction yields reaction force in X and Y direction and moment in X, Y and Z.
But the summation was joint reaction yields only force in Z direction.
What is meaning of base reaction and why do they yield different result?
After I found that problem, I skipped that problem and decided to take only summation of joint. But there arise another problem
I did spectrum analysis and equivalent static analysis for seismic force. I defined the spectrum and applied it in load case and the static seismic load in load pattern.
But Etabs only yields reaction for static seismic load so I cann't apply scale factor of dynamic analysis.
I'll really appreciate if some of you solve my question. Thanks.
Recently I'm working with etabs and have two question about it.
I modeled 20-story concrete building. I completed modeling and analysis was completed successfully.
To check my modeling I examined reaction - base reaction and joint reaction. I summed joint reaction and compared it with base reaction.
I expected that the result is same, but it was different. Only force in Z direction matched.
Though it was only result for gravity load, the base reaction yields reaction force in X and Y direction and moment in X, Y and Z.
But the summation was joint reaction yields only force in Z direction.
What is meaning of base reaction and why do they yield different result?
After I found that problem, I skipped that problem and decided to take only summation of joint. But there arise another problem
I did spectrum analysis and equivalent static analysis for seismic force. I defined the spectrum and applied it in load case and the static seismic load in load pattern.
But Etabs only yields reaction for static seismic load so I cann't apply scale factor of dynamic analysis.
I'll really appreciate if some of you solve my question. Thanks.