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2D Portal Frame with Units- Uniform Dynamic EQ -bidirectional-acctimeseries

Converted to openseespy by: Pavan Chigullapally
                      University of Auckland
                      Email: pchi893@aucklanduni.ac.nz
  1. To run Uniaxial Inelastic Material, Fiber Section, Nonlinear Mode, Bidirectional-uniform earthquake ground motion
  2. First import the InelasticFiberSectionPortal2Dframe.py </pyExamples/EarthquakeExamples/Example4/InelasticFiberSectionPortal2Dframe.py>
  3. To run EQ ground-motion analysis (ReadRecord.py </pyExamples/EarthquakeExamples/Example4/ReadRecord.py>, H-E12140.AT2</pyExamples/EarthquakeExamples/Example4/H-E12140.AT2>, H-E01140.AT2</pyExamples/EarthquakeExamples/Example4/H-E01140.AT2> needs to be downloaded into the same directory)
  4. Bidirectional-uniform support excitation using acceleration timeseries (different accelerations are input at all support nodes in two directions) -- two support nodes here
  5. The problem description can be found here (example:4)
  6. The source code is shown below, which can be downloaded here </pyExamples/EarthquakeExamples/Example4/Example4d.py>.

/pyExamples/EarthquakeExamples/Example4/Example4d.py