def solvestiffness(pdbpathlist, ballpathlist, stickpathlist, disppathlist, ktypeassinger, notrelative=False): equsysset = [] for i in range(len(pdbpathlist)): pdbfn = pdbpathlist[i] ballfn = ballpathlist[i] stickfn = stickpathlist[i] dispfn = disppathlist[i] f = equtils.ForceGen.get_force_vector( ballfn, equtils.wimley_section_divide(equtils.opm_mempos(pdbfn, ballfn)) ) equsys = bbtmequs.DisplacementEquSys(ballfn, stickfn, dispfn, f, ktypeassinger) seciddict = equtils.section_divide(ballfn, equtils.wimley_section_divide(equtils.opm_mempos(pdbfn, ballfn)) ) #seciddict = equtils.section_divide(ballfn, equtils.uni_section_divide(equtils.opm_mempos(pdbfn, ballfn)) ) equsys.divide_system(seciddict) equsysset.append( equsys ) totequsys = equsysset[0] for i in range(1,len(equsysset)): totequsys = totequsys + equsysset[i] totequsys.solve(notrelative) return totequsys.result
import equtils import bbtmml datapath = '../../../dataubuntu/' codes = [ '1BXW', '1FEP', '1I78', '1K24', '1KMO', '1NQE', '1P4T' ] # generated deformed balls file for code in codes: # resting state extended extballfn = datapath+code+'.balls.ext' extstickfn = datapath+code+'.sticks.ext' pdbfn = datapath+code+'.pdb' memsec = equtils.wimley_section_divide(equtils.opm_mempos(pdbfn, extballfn)) # force profile #memsec = (memsec[0],[-1, -1, -1]) memsec = (memsec[0],[-1, -2, -1]) f = equtils.ForceGen.get_force_vector( extballfn,memsec, code+'.force' ) # 3 k type equsys = bbtmequs.StiffnessEquSys(extballfn, extstickfn, f, typeutils.ThreeKAssigner ) equsys.solve() disp = equsys.result['u'].reshape(equsys.result['u'].shape[0]/3, 3) # resting state not extended ballfn = datapath+code+'.balls' balldat = bbtmio.read_ball_file(ballfn) ballcoords = bbtmio.get_ball_coords(balldat) # new coords after deformation
import numpy as np import sys import os sys.path.append(os.path.abspath(os.path.dirname(__file__))+'/../../../pyscripts/') import bbtmequs import typeutils import equtils ballfn = '../../../datamac/1BXW.balls.ext' pdbfn = '../../../datamac/1BXW.pdb' # one k f = equtils.ForceGen.get_force_vector( ballfn, equtils.wimley_section_divide(equtils.opm_mempos(pdbfn, ballfn)) ) ses = bbtmequs.StiffnessEquSys(ballfn, '../../../datamac/1BXW.sticks.ext', f, typeutils.KAssigner ) ses.solve() disp = ses.result['u'].reshape(ses.result['u'].shape[0]/3, 3) np.savetxt('1BXW.dsm_1k.displacement',disp,delimiter='\t') # three k ses = bbtmequs.StiffnessEquSys(ballfn, '../../../datamac/1BXW.sticks.ext', f, typeutils.ThreeKAssigner ) ses.solve() disp = ses.result['u'].reshape(ses.result['u'].shape[0]/3, 3) np.savetxt('1BXW.dsm_3k.displacement',disp,delimiter='\t')