lct_Q.plot_nm_interaction(save_fig_to_file='nm_interaction_LC1-14')
lct_Q.plot_nm_interaction(
add_max_min_nm_from_file='max_min_nm_arr_LC15-18', save_fig_to_file='nm_interaction_LC1-18')
#--------------------------------------------------------------
# interaction plot of material usage 'eta_nm' (Ausnutzungsgrad)
#--------------------------------------------------------------
#
lct_T.plot_eta_nm_interaction(
save_max_min_eta_nm_to_file='max_min_eta_nm_arr_LC15-18', save_fig_to_file='eta_nm_interaction_LC15-18')
lct_Q.plot_eta_nm_interaction(
save_fig_to_file='eta_nm_interaction_LC1-14')
lct_Q.plot_eta_nm_interaction(
add_max_min_eta_nm_from_file='max_min_eta_nm_arr_LC15-18', save_fig_to_file='eta_nm_interaction_LC1-18')
#--------------------------------------------------------------
# plot of structure with color indication of material usage 'eta_nm' (Ausnutzungsgrad)
# (surrounding values of all loading cases)
#--------------------------------------------------------------
#
lct_T.plot_assess_value(
save_assess_values_to_file='eta_nm_tot_LC15-18')
lct_Q.plot_assess_value(
add_assess_values_from_file='eta_nm_tot_LC15-18')
#--------------------------------------------------------------
# brows the loading case combinations within an interactive table view
#--------------------------------------------------------------
# lct_Q.configure_traits()
# lct_T.configure_traits()
save_fig_to_file='nm_interaction_LC1-18')
#--------------------------------------------------------------
# interaction plot of material usage 'eta_nm' (Ausnutzungsgrad)
#--------------------------------------------------------------
#
lct_T.plot_eta_nm_interaction(
save_max_min_eta_nm_to_file='max_min_eta_nm_arr_LC15-18',
save_fig_to_file='eta_nm_interaction_LC15-18')
lct_Q.plot_eta_nm_interaction(
save_fig_to_file='eta_nm_interaction_LC1-14')
lct_Q.plot_eta_nm_interaction(
add_max_min_eta_nm_from_file='max_min_eta_nm_arr_LC15-18',
save_fig_to_file='eta_nm_interaction_LC1-18')
#--------------------------------------------------------------
# plot of structure with color indication of material usage 'eta_nm' (Ausnutzungsgrad)
# (surrounding values of all loading cases)
#--------------------------------------------------------------
#
lct_T.plot_assess_value(
save_assess_values_to_file='eta_nm_tot_LC15-18')
lct_Q.plot_assess_value(
add_assess_values_from_file='eta_nm_tot_LC15-18')
#--------------------------------------------------------------
# brows the loading case combinations within an interactive table view
#--------------------------------------------------------------
# lct_Q.configure_traits()
# lct_T.configure_traits()
#--------------------------------------------------------------
#
lct.plot_nm_interaction(save_fig_to_file='nm_interaction_shell-test')
#--------------------------------------------------------------
# interaction plot of material usage 'eta_nm' (utilization ratio)
#--------------------------------------------------------------
#
# lct.plot_eta_nm_interaction(save_fig_to_file='eta_nm_interaction_shell-test')
#--------------------------------------------------------------
# plot of structure with color indication of material usage 'eta_nm' (utilization ratio)
# (surrounding values of all loading cases)
#--------------------------------------------------------------
#
lct.plot_assess_value('eta_nm_tot',
save_fig_to_file='eta_nm_tot_shell-test')
#--------------------------------------------------------------
# brows the loading case combinations within an interactive table view
#--------------------------------------------------------------
lct.configure_traits()
if do == 'predimensioning':
#--------------------------------------------------------
# strength characteristics (design) values for barrelshell
# (specimens thickness = 2 cm; specimn width = 10 cm; 6 layers carbon)
#--------------------------------------------------------
# tensile strength [kN/m]
#
n_0_Rdt = n_90_Rdt = 223. # [kN/m] # ZiE value
# 'combi_arr': array with indices of all loading case combinations
#--------------------------------------------------------------
#
print 'lct_Q.combi_arr', lct_Q.combi_arr.shape, '\n'
# np.savetxt('combi_arr_wo_temp_LCs', lct_Q.combi_arr, delimiter=';')
#--------------------------------------------------------------
# nm-interaction plot (normal force - bending moment)
#--------------------------------------------------------------
#
# lct_Q.plot_nm_interaction(save_fig_to_file='nm_interaction_LC1-14')
# lct_Q.plot_nm_interaction(add_max_min_nm_from_file='max_min_nm_arr_LC15-18', save_fig_to_file='nm_interaction_LC1-18')
#--------------------------------------------------------------
# interaction plot of material usage 'eta_nm' (utilization ratio)
#--------------------------------------------------------------
#
#lct_Q.plot_eta_nm_interaction(save_fig_to_file='eta_nm_interaction_superior_sector'),
#lct_Q.plot_eta_nm_interaction(add_max_min_eta_nm_from_file='max_min_eta_nm', save_fig_to_file='eta_nm_interaction_superior_sector')
#--------------------------------------------------------------
# plot of structure with color indication of material usage 'eta_nm' (utilization ratio)
# (surrounding values of all loading cases)
#--------------------------------------------------------------
#
lct_Q.plot_assess_value('eta_nm_tot', add_assess_values_from_file='superior_sector_sv'),
#--------------------------------------------------------------
# brows the loading case combinations within an interactive table view
#--------------------------------------------------------------
lct_Q.configure_traits()
# psi_0 = 1.0,
# comment = 'earthquake'
# ),
# ]
#--------------------------------------------------------
lct = LCCTableULS(data_dir = data_dir,
data_filter = remove_midpoints,
lc_list = lc_list,
show_lc_characteristic = False
)
# lct.configure_traits()
lct.plot_assess_value()
# lct.plot_n_tex()
# lct = LCCTableSLS( data_dir = data_dir,
# data_filter = remove_midpoints,
# lc_list = lc_list,
# combination_SLS = 'rare',
## combination_SLS = 'freq',
## combination_SLS = 'perm',
## show_lc_characteristic = True
# )
# print 'lc_arr', lct.lc_arr
