def test_compute_collapse_type(self):
print 'test 3'
collapse_type_cs = capacity_calculations.compute_collapse_type(3,4.5,6,0.7,0.28,2)
collapse_type_bs = capacity_calculations.compute_collapse_type(3,4.5,6,0.7,0.4,4)
self.assertEqual(collapse_type_cs,'Column Sway')
self.assertEqual(collapse_type_bs,'Beam Sway')
if code == "High_Code":
ec_ls2 = 0.0035
ec_ls3 = 0.020
es_ls2 = 0.035
es_ls3 = 0.060
data.append(ec_ls2)
data.append(ec_ls3)
data.append(es_ls2)
data.append(es_ls3)
data.append(betas)
# print data
collapse_type = capacity_calculations.compute_collapse_type(data)
collapse_type = 'Beam Sway'
#Compute capacity displacement
capacityDisp = capacity_calculations.compute_disps(data,collapse_type)
ductilities = capacity_calculations.compute_ductility(capacityDisp)
periods = capacity_calculations.compute_periods(data,ductilities)
elasticPeriods.append(periods[0])
#Compute demand displacement
demandDisp = demand_calculations.compute_demand_displacement(data,periods,spectraDisp,spectraPeriods,damping,ACCELEROGRAMS,ductilities)
DSpositions = damage_allocator.damage_state_position(capacityDisp, demandDisp)
damageStates=damageStates+DSpositions
print capacityDisp
# print demandDisp
# print ductilities
# print periods
