terjehaukaas

# ------------------------------------------------------------------------
# The following Python code is implemented by Professor Terje Haukaas at
# the University of British Columbia in Vancouver, Canada. It is made
# freely available online at terje.civil.ubc.ca together with notes,
# examples, and additional Python code. Please be cautious when using
# this code; it may contain bugs and comes without warranty of any kind.
# ------------------------------------------------------------------------
# Units: [N, mm]

from G2AnalysisNonlinearStatic import *

terjehaukaas

# The following Python code is implemented by Professor Terje Haukaas at
# the University of British Columbia in Vancouver, Canada. It is made
# freely available online at terje.civil.ubc.ca together with notes,
# examples, and additional Python code. Please be cautious when using
# this code; it may contain bugs and comes without warranty of any kind.

# The code implemented in this file is underpinned by axial strain and axial
# stress, which are related to both axial force (P) and bending moment (M).
# The capacity of a cross-section to carry axial force and bending moment
# depends on several factors: its geometry, the materials it is made up of,

terjehaukaas

# ------------------------------------------------------------------------
# The following Python code is implemented by Professor Terje Haukaas at
# the University of British Columbia in Vancouver, Canada. It is made
# freely available online at terje.civil.ubc.ca together with notes,
# examples, and additional Python code. Please be cautious when using
# this code; it may contain bugs and comes without warranty of any kind.
# ------------------------------------------------------------------------
import matplotlib.pyplot as plt

from G2AnalysisNonlinearStatic import *

terjehaukaas

# ------------------------------------------------------------------------
# The following Python code is implemented by Professor Terje Haukaas at
# the University of British Columbia in Vancouver, Canada. It is made
# freely available online at terje.civil.ubc.ca together with notes,
# examples, and additional Python code. Please be cautious when using
# this code; it may contain bugs and comes without warranty of any kind.
# ------------------------------------------------------------------------

from G2AnalysisNonlinearStatic import *
from G2Model import *

terjehaukaas

# ------------------------------------------------------------------------
# The following Python code is implemented by Professor Terje Haukaas at
# the University of British Columbia in Vancouver, Canada. It is made
# freely available online at terje.civil.ubc.ca together with notes,
# examples, and additional Python code. Please be cautious when using
# this code; it may contain bugs and comes without warranty of any kind.
# ------------------------------------------------------------------------

from G2AnalysisNonlinearStatic import *
from G2Model import *

terjehaukaas

# ------------------------------------------------------------------------
# The following Python code is implemented by Professor Terje Haukaas at
# the University of British Columbia in Vancouver, Canada. It is made
# freely available online at terje.civil.ubc.ca together with notes,
# examples, and additional Python code. Please be cautious when using
# this code; it may contain bugs and comes without warranty of any kind.
# ------------------------------------------------------------------------

import matplotlib.pyplot as plt
from G2MaterialPlasticity import *

terjehaukaas

# ------------------------------------------------------------------------
# The following Python code is implemented by Professor Terje Haukaas at
# the University of British Columbia in Vancouver, Canada. It is made
# freely available online at terje.civil.ubc.ca together with notes,
# examples, and additional Python code. Please be cautious when using
# this code; it may contain bugs and comes without warranty of any kind.
# ------------------------------------------------------------------------

from G2AnalysisNonlinearStatic import *
from G2Model import *

terjehaukaas

from G2AnalysisSDOFNonlinearDynamic import *
from G2MaterialBilinear import *
import numpy as np
import matplotlib.pyplot as plt

# SI units: N, m, kg, sec.

# Natural periods considered
minPeriod = 0.1
maxPeriod = 5.0

terjehaukaas

from G2AnalysisSDOFNonlinearDynamic import *
from G2MaterialBilinear import *
import numpy as np
import matplotlib.pyplot as plt

# SI units: N, m, kg, sec.

# Spectrum range (natural periods)
minPeriod = 0.05
maxPeriod = 5.0

terjehaukaas

# ------------------------------------------------------------------------
# The following Python code is implemented by Professor Terje Haukaas at
# the University of British Columbia in Vancouver, Canada. It is made
# freely available online at terje.civil.ubc.ca together with notes,
# examples, and additional Python code. Please be cautious when using
# this code; it may contain bugs and comes without warranty of any kind.
# ------------------------------------------------------------------------
# Element 10: Rigid element with one hysteretic uniaxial material at each end

from G2MaterialBilinear import *