def __init__(self, settings):
self.settings = settings
self.nodelist = coordlist()
self.connlist = connlist()
self.matlist = {}
self.seclist = {}
self.bondlist = {}
self.loadlist = {}
self.displist = {}
self.setlist = {}
self.orientlist = {}
self.paralist = {}
self.reclist = {}
self.proplist = {}
self.loadcaselist = {}
self.joblist = {}
self.tablelist = {}
self.nodaltielist = {}
self.rebargrouplist = {}
def __init__(self,settings):
self.settings = settings
self.nodelist = coordlist()
self.connlist = connlist()
self.matlist = {}
self.seclist = {}
self.bondlist = {}
self.loadlist = {}
self.displist = {}
self.setlist = {}
self.orientlist = {}
self.paralist = {}
self.reclist = {}
self.proplist = {}
self.loadcaselist = {}
self.joblist = {}
self.tablelist = {}
self.nodaltielist = {}
self.rebargrouplist = {}
elif self.intType == 'Labotto':
[self.nIP, self.wIP] = __.integ.Labotto(self.integ)
else:
print 'intergration scheme:' + self.intType + 'do not deined'
raise TypeError
for i in range(0, self.nIntgp):
self.seclist[i] = self.sectag
if __name__ == '__main__':
import coordinates as coord
import FEA.__init__ as __
n1 = coord.coord([1, 1, 1], seq=1)
n2 = coord.coord([2, 1, 1], seq=2)
n3 = coord.coord([2, 1, 3], seq=3)
clist = coord.coordlist([n1, n2, n3])
#by direct build
sec_Tsec = __.load('sec', 'sec_Tsec')
seclist = {1: sec_Tsec}
e2 = beam(n1, n2)
e1 = displacementBeam(n1, n2, ndm=3, secseq=1, seq=1, nIntgp=3)
e3 = displacementBeam(n1, n2, ndm=2, secseq=1, seq=1, nIntgp=3)
e1.build(clist, seclist)
for sec in e1.seclist.keys():
print e1.seclist[sec].position
[self.nIP,self.wIP] = __.integ.Labotto(self.integ)
else:
print 'intergration scheme:' + self.intType +'do not deined'
raise TypeError
for i in range(0,self.nIntgp):
self.seclist[i] = self.sectag
if __name__ == '__main__':
import coordinates as coord
import FEA.__init__ as __
n1 = coord.coord([1,1,1],seq=1)
n2 = coord.coord([2,1,1],seq=2)
n3 = coord.coord([2,1,3],seq=3)
clist = coord.coordlist([n1,n2,n3])
#by direct build
sec_Tsec=__.load('sec','sec_Tsec')
seclist = {1:sec_Tsec}
e2 = beam(n1,n2)
e1 = displacementBeam(n1,n2,ndm = 3,secseq=1,seq=1,nIntgp=3)
e3= displacementBeam(n1,n2,ndm = 2,secseq=1,seq=1,nIntgp=3)
e1.build(clist,seclist)
for sec in e1.seclist.keys():
print e1.seclist[sec].position