Python assign_type.double函数代码示例

    def __init__(self, card, data):
        Load.__init__(self, card, data)

        if card:
            #: load ID
            self.sid = integer(card, 1, 'sid')

            #: overall scale factor
            self.scale = double(card, 2, 'scale')

            #: individual scale factors (corresponds to loadIDs)
            self.scaleFactors = []

            #: individual loadIDs (corresponds to scaleFactors)
            self.loadIDs = []

            # alternating of scale factor & load set ID
            nLoads = len(card) - 3
            assert nLoads % 2 == 0
            for i in xrange(nLoads // 2):
                n = 2 * i + 3
                self.scaleFactors.append(double(card, n, 'scaleFactor'))
                self.loadIDs.append(integer(card, n + 1, 'loadID'))
        else:
            self.sid = data[0]
            self.scale = data[1]
            self.scaleFactors = data[2]
            self.loadIDs = data[3]
            assert len(data) == 4, '%s data=%s' % (self.type, data)

 def __init__(self, card=None, data=None, comment=''):
     if comment:
         self._comment = comment
     if card:
         self.sid = integer(card, 1, 'sid')
         self.eid = integer(card, 2, 'eid')
         self.Type = string(card, 3, 'Type')
         self.scale = string(card, 4, 'scale')
         self.x1 = double(card, 5, 'x1')
         self.p1 = double(card, 6, 'p1')
         self.x2 = double_or_blank(card, 7, 'x2', self.x1)
         self.p2 = double_or_blank(card, 8, 'p2', self.p1)
         assert 0 <= self.x1 <= self.x2
         assert len(card) <= 9, 'len(PLOAD1 card) = %i' % len(card)
     else:
         self.sid = data[0]
         self.eid = data[1]
         self.Type = data[2]
         self.scale = data[3]
         self.x1 = data[4]
         self.p1 = data[5]
         self.x2 = data[6]
         self.p2 = data[7]
     if self.Type not in self.validTypes:
         msg = '%s is an invalid type on the PLOAD1 card' % self.Type
         raise RuntimeError(msg)
     assert self.scale in self.validScales, '%s is an invalid scale on the PLOAD1 card' % (self.scale)

    def __init__(self, card=None, data=None, comment=''):
        Table.__init__(self, card, data)
        if comment:
            self._comment = comment
        if card:
            self.tid = integer(card, 1, 'tid')
            self.x1 = double(card, 2, 'x1')
            self.x2 = double(card, 3, 'x2')
            assert self.x2 != 0.0

            nfields = len(card) - 1
            nterms = (nfields - 9) // 2
            xy = []
            for i in range(nterms):
                n = 9 + i * 2
                if card.field(n) == 'ENDT':
                    break
                x = double(card, n, 'x' + str(i + 1))
                y = double(card, n + 1, 'y' + str(i + 1))
                xy += [x, y]
            ENDT = string(card, nfields, 'ENDT')
            isData = False
        else:
            self.tid = data[0]
            self.x1 = data[1]
            self.x2 = data[2]
            xy = data[3:]
            isData = True
        self.parse_fields(xy, nrepeated=2, isData=isData)

    def __init__(self, card=None, data=None, comment=''):
        Method.__init__(self, card, data)
        if comment:
            self._comment = comment
        if card:
            #: Set identification number. (Unique Integer > 0)
            self.sid = integer(card, 1, 'sid')

            #: Coordinates of point in complex plane. (Real)
            self.alpha1 = double(card, 2, 'alpha1')
            #: Coordinates of point in complex plane. (Real)
            self.omega1 = double(card, 3, 'omega1')
            #: Multiplicity of complex root at pole defined by point at ALPHAi
            #: and OMEGAi
            self.m1 = integer(card, 4, 'm1')

            #: Coordinates of point in complex plane. (Real)
            self.alpha2 = double(card, 5, 'alpha2')
            #: Coordinates of point in complex plane. (Real)
            self.omega2 = double(card, 6, 'omega2')
            #: Multiplicity of complex root at pole defined by point at ALPHAi
            #: and OMEGAi
            self.m2 = integer(card, 7, 'm2')
            assert len(card) == 8, 'len(EIGP card) = %i' % len(card)
        else:
            raise NotImplementedError('EIGP')

    def add(self, card, comment=""):
        i = self.i
        # if comment:
        #    self._comment = comment
        self.material_id[i] = integer(card, 1, "material_id")
        self.e11[i] = double(card, 2, "E11")  #: .. todo:: is this the correct default
        self.e22[i] = double(card, 3, "E22")  #: .. todo:: is this the correct default
        self.nu12[i] = double(card, 4, "nu12")  #: .. todo:: is this the correct default

        self.g12[i] = double_or_blank(card, 5, "g12", 0.0)
        self.g1z[i] = double_or_blank(card, 6, "g1z", 1e8)
        self.g2z[i] = double_or_blank(card, 7, "g2z", 1e8)
        self.rho[i] = double_or_blank(card, 8, "rho", 0.0)
        self.a1[i] = double_or_blank(card, 9, "a1", 0.0)
        self.a2[i] = double_or_blank(card, 10, "a2", 0.0)
        self.TRef[i] = double_or_blank(card, 11, "TRef", 0.0)
        self.Xt[i] = double_or_blank(card, 12, "Xt", 0.0)
        self.Xc[i] = double_or_blank(card, 13, "Xc", self.Xt[i])
        self.Yt[i] = double_or_blank(card, 14, "Yt", 0.0)
        self.Yc[i] = double_or_blank(card, 15, "Yc", self.Yt[i])
        self.S[i] = double_or_blank(card, 16, "S", 0.0)
        self.ge[i] = double_or_blank(card, 17, "ge", 0.0)
        self.F12[i] = double_or_blank(card, 18, "F12", 0.0)
        self.strn[i] = double_or_blank(card, 19, "strn", 0.0)
        assert len(card) <= 20, "len(MAT8 card) = %i" % len(card)
        self.i += 1

 def __init__(self, card=None, data=None, comment=''):
     Property.__init__(self, card, data)
     if comment:
         self._comment = comment
     if card:
         #: Property ID
         self.pid = integer(card, 1, 'pid')
         #: diameter of the fastener
         self.d = double(card, 2, 'd')
         assert self.d > 0
         #: Specifies the element stiffness coordinate system
         self.mcid = integer_or_blank(card, 3, 'mcid', -1)
         assert self.mcid >= -1
         self.mflag = integer_or_blank(card, 4, 'mflag', 0)  # 0-absolute 1-relative
         assert self.mflag in [0, 1]
         #: stiffness values in directions 1-3
         self.kt1 = double(card, 5, 'kt1')
         self.kt2 = double(card, 6, 'kt2')
         self.kt3 = double(card, 7, 'kt3')
         #: Rotational stiffness values in directions 1-3
         self.kr1 = double_or_blank(card, 8, 'kr1', 0.0)
         self.kr2 = double_or_blank(card, 9, 'kr2', 0.0)
         self.kr3 = double_or_blank(card, 10, 'kr3', 0.0)
         #: Lumped mass of fastener
         self.mass = double_or_blank(card, 11, 'mass', 0.0)
         #: Structural damping
         self.ge = double_or_blank(card, 12, 'ge', 0.0)
         assert len(card) <= 13, 'len(PFAST card) = %i' % len(card)
     else:
         raise NotImplementedError(data)

    def __init__(self, card=None, data=None, comment=''):
        Table.__init__(self, card, data)
        if comment:
            self._comment = comment
        if card:
            self.tid = integer(card, 1, 'tid')

            nfields = len(card) - 1
            nterms = (nfields - 9) // 2
            if nterms < 0:
                raise SyntaxError('%r card is too short' % self.type)
            xy = []
            for i in range(nterms):
                n = 9 + i * 2
                if card.field(n) == 'ENDT':
                    break
                x = double(card, n, 'x' + str(i + 1))
                y = double(card, n + 1, 'y' + str(i + 1))
                xy += [x, y]
            string(card, nfields, 'ENDT')
            isData = False
        else:
            self.tid = data[0]
            xy = data[1:]
            isData = True
        self.parse_fields(xy, nrepeated=2, isData=isData)

    def add(self, card, comment=''):
        assert self.n > 0, self.n
        i = self.i
        load_id = integer(card, 1, 'load_id')
        tbar = double(card, 3, 'Tbar')
        tprime = double(card, 4, 'Tprime')
        t1 = double_or_blank(card, 5, 'T1')
        t2 = double_or_blank(card, 6, 'T2')

        self.load_id[i] = load_id
        self.element_id[i] = integer(card, 2, 'element_id')
        self.tbar[i] = tbar
        self.tprime[i] = tprime
        self.temp[i, 0] = t1
        self.temp[i, 1] = t2
        self.i += 1

        if len(card) >= 7:
            # i must be < self.n
            eids = expand_thru(card[9:])
            for eid in eids:
                self.load_id[i] = load_id
                assert isinstance(eid, int), eid
                self.element_id[i] = eid
                self.tbar[i] = tbar
                self.tprime[i] = tprime
                self.temp[i, 0] = t1
                self.temp[i, 1] = t2
                self.i += 1
                assert self.i <= self.n

        assert len(card) <= 7, '%s; n=%s' % (card, len(card))
        #assert len(card) <= 7, len(card)
        self.eids = None

    def __init__(self, card=None, data=None, comment=''):
        Table.__init__(self, card, data)
        if comment:
            self._comment = comment
        if card:
            self.tid = integer(card, 1, 'tid')
            self.Type = string_or_blank(card, 2, 'Type', 'G')
            assert self.Type in ['G', 'CRIT', 'Q'], 'Type=%r' % self.Type

            nfields = len(card) - 1
            nterms = (nfields - 9) // 2
            if nterms < 0:
                raise SyntaxError('%r card is too short' % self.type)
            xy = []
            for i in range(nterms):
                n = 9 + i * 2
                if card.field(n) == 'ENDT':
                    break
                x = double(card, n, 'x' + str(i + 1))
                y = double(card, n + 1, 'y' + str(i + 1))
                xy += [x, y]
            ENDT = string(card, nfields, 'ENDT')
            isData = False
        else:
            self.tid = data[0]
            self.x1 = data[1]
            self.Type = data[2]
            xy = data[5:]
            isData = True
        self.parse_fields(xy, nrepeated=2, isData=isData)

    def __init__(self, card=None, data=None, comment=''):
        Property.__init__(self, card, data)
        if comment:
            self._comment = comment
        if card:
            #: Property ID
            self.pid = integer(card, 1, 'pid')
            #: Material ID
            self.mid1 = integer_or_blank(card, 2, 'mid1', 0)
            self.t1 = double_or_blank(card, 3, 't1')

            self.mid2 = integer_or_blank(card, 4, 'mid2', 0)
            if self.mid2 > 0:
                self.i = double(card, 5, 'i')
                assert self.i > 0.0
            else:
                self.i = blank(card, 5, 'i')

            self.mid3 = integer(card, 6, 0)
            if self.mid3 > 0:
                self.t2 = double(card, 7, 't3')
                assert self.t2 > 0.0
            else:
                self.t2 = blank(card, 7, 't3')

            self.nsm = double(card, 8, 'nsm')
            self.z1 = double(card, 9, 'z1')
            self.z2 = double(card, 10, 'z2')
            self.phi = fields(double, card, 'phi', i=11, j=len(card))
        else:
            raise NotImplementedError(data)

    def add(self, card=None, comment=''):
        if comment:
            self._comment = comment
        i = self.i
        #: Identification number of a MAT1, MAT2, or MAT9 entry.
        self.material_id[i] = integer(card, 1, 'mid')
        #: Identification number of a TABLES1 or TABLEST entry. If H is
        #: given, then this field must be blank.
        self.table_id[i] = integer_or_blank(card, 2, 'tid', 0)
        #: Type of material nonlinearity. ('NLELAST' for nonlinear elastic
        #: or 'PLASTIC' for elastoplastic.)
        self.Type[i] = string(card, 3, 'Type')

        if self.Type[i] == 'NLELAST':
            self.h[i] = blank(card, 4, 'h')
            self.hr[i] = blank(card, 6, 'hr')
            self.yf[i] = blank(card, 5, 'yf')
            self.limit1[i] = blank(card, 7, 'yf')
            self.limit2[i] = blank(card, 8, 'yf')
        else:
            #: Work hardening slope (slope of stress versus plastic strain) in
            #: units of stress. For elastic-perfectly plastic cases, H=0.0.
            #: For more than a single slope in the plastic range, the
            #: stress-strain data must be supplied on a TABLES1 entry
            #: referenced by TID, and this field must be blank
            h = double_or_blank(card, 4, 'H')
            self.h[i] = h
            if h is None:
                self.hflag[i] = False
            else:
                self.hflag[i] = True

            #: Yield function criterion, selected by one of the following
            #: values (1) Von Mises (2) Tresca (3) Mohr-Coulomb
            #: (4) Drucker-Prager
            self.yf[i] = integer_or_blank(card, 5, 'yf', 1)

            #: Hardening Rule, selected by one of the following values
            #: (Integer): (1) Isotropic (Default) (2) Kinematic
            #: (3) Combined isotropic and kinematic hardening
            self.hr[i] = integer_or_blank(card, 6, 'hr', 1)
            #: Initial yield point
            self.limit1[i] = double(card, 7, 'limit1')

            if self.yf[i] == 3 or self.yf[i] == 4:
                #: Internal friction angle, measured in degrees, for the
                #: Mohr-Coulomb and Drucker-Prager yield criteria
                self.limit2[i] = double(card, 8, 'limit2')
            else:
                #self.limit2[i] = blank(card, 8, 'limit2')
                #self.limit2[i] = None
                pass
        assert len(card) <= 9, 'len(MATS1 card) = %i' % len(card)
        self.i += 1

 def __init__(self, card=None, data=None, comment=''):  # this card has missing fields
     Ring.__init__(self, card, data)
     if comment:
         self._comment = comment
     self.nid = integer(card, 1, 'nid')
     blank(card, 2, 'blank')
     self.R = double(card, 3, 'R')
     self.z = double(card, 4, 'z')
     blank(card, 5, 'blank')
     blank(card, 6, 'blank')
     self.ps = integer_or_blank(card, 7, 'ps')
     assert len(card) <= 8, 'len(RINGAX card) = %i' % len(card)

    def __init__(self, card=None, data=None, comment=''):
        if comment:
            self._comment = comment
        self.sid = integer(card, 1, 'sid')
        f1 = double(card, 2, 'f1')  # default=0.0 ?
        f2 = double(card, 3, 'f2')
        nf = integer_or_blank(card, 4, 'nf', 1)
        assert len(card) <= 5, 'len(FREQ2 card) = %i' % len(card)

        d = 1. / nf * log(f2 / f1)
        self.freqs = []
        for i in xrange(nf):
            self.freqs.append(f1 * exp(i * d))  # 0 based index
        self.cleanFreqs()

 def add_tempd(self, card, comment):
     assert (len(card) - 1) % 2 == 0, card
     for i in range(1, len(card), 2):
         temp_id = integer(card, i, 'temp_id')
         temperature = double(card, i+1, 'temperature')
         self._objs[temp_id].add_default(temp_id, temperature, comment)
     self.model.log.debug('TEMPs keys=%s' % self._objs.keys())

    def __init__(self, card=None, data=None, comment=''):
        """
        Defines the properties of a shear panel (CSHEAR entry).

        +--------+-----+-----+---+-----+----+----+
        | PSHEAR | PID | MID | T | NSM | F1 | F2 |
        +--------+-----+-----+---+-----+----+----+
        """
        ShellProperty.__init__(self, card, data)
        if comment:
            self._comment = comment
        if card:
            #: Property ID
            self.pid = integer(card, 1, 'pid')
            #: Material ID
            self.mid = integer(card, 2, 'mid')
            self.t = double(card, 3, 't')
            self.nsm = double_or_blank(card, 4, 'nsm', 0.0)
            self.f1 = double_or_blank(card, 5, 'f1', 0.0)
            self.f2 = double_or_blank(card, 6, 'f2', 0.0)
            assert self.t > 0.0
            #assert self.f1 >= 0.0
            #assert self.f2 >= 0.0
            assert len(card) <= 7, 'len(PSHEAR card) = %i' % len(card)
        else:
            #(pid,mid,t,nsm,f1,f2) = out
            self.pid = data[0]
            self.mid = data[1]
            self.t = data[2]
            self.nsm = data[3]
            self.f1 = data[4]
            self.f2 = data[5]