| Date: | Sep 2015 |
| Author(s): | David Yang |
| Contact: | ynyang1988@gmail.com |
| License: | Software is released under the GNU General Public Licence. |
| Version: | 1.0.0 |
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Things to be checked when switching between flexure and shear analysis:
constants/beamConstants.py: comment/uncomment shear dimensions for flexure and shear analysis, respectivelyconstants/evidenceConstants.py: appropriate CS transition yearsLife_Cycle_RC.py: select right seed and folder to generate the samples and save the results
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Things to be checked when switching between analysis without and with evidence:
evidence/evidence.py: comment/uncomment CS block for analysis without/with evidenceconstants/evidenceConstants.py: appropriate CS transition years for analysis with evidence
pyCEsmp/mainSmp.py: change condAvailability accordingly for flexure, shear, independent system or correlated system- Postprocessing functions are mostly provided in
pyCEsmp/CEfunctions.py, a small number of postprocessing functions are infig/fig_source
- Things to be checked when switching among different strengthening schemes
constants/beamConstants.py: since only shear strengthening is needed, beam dimension for shear should be used (uncomment appropriate block)- For similar reason as 1,
constants/evidenceConstants.pyandevidence/evidence.pyshould be checked to make sure they match with the analysis type: shear analysis with evidence constants/beamConstants.py: comment/uncomment FRP-related dimensions for U-w/-anchor and U-w/o-anchor respectivelyLife_Cycle_FRP.py: select right seed and folder to generate the samples and save the resultsLife_Cycle_FRP.py: comment/uncomment lines 52 and 56 for analysis with and without degradation