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ATCWallArchetypeObjects.py
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####################################################################################
#region Defining Classes
####################################################################################
from __future__ import absolute_import
import numpy as np
import ATCWallArchetypeHelpers as ATCWallHelper
import ASCEHelper
from six.moves import range
class ArchetypeData:
def __init__(self, Name, YGrids, R, T1, l_w, t, b_f, rho, rho_t, fpc, fy, fu, GravityLoad, Mass, WallGravityLoad,
BoundaryElement=None, CouplingBeams=None, CouplingBeamLength=None, CustomWallSection=None, **kwargs):
self.Name = Name
self.YGrids = YGrids
self.R = R
self.T1 = T1
self.l_w = l_w
self.t = t
self.b_f = b_f
self.rho = rho
self.rho_t = rho_t
self.fpc = fpc
self.fy = fy
self.fu = fu
self.GravityLoad = list(GravityLoad)
self.Mass = list(Mass)
self.WallGravityLoad = list(WallGravityLoad)
self.BoundaryElement = BoundaryElement
self.CustomSection = CustomWallSection
self.fce = 1.3 * fpc # TBI Table 7.1
self.fye = 1.17 * fy # TBI Table 7.1
self.CouplingBeams = CouplingBeams
self.CouplingBeamLength = CouplingBeamLength
self.__dict__.update(kwargs)
class CouplingBeam:
def __init__(self, b, h, fpc, fy, NoOfBarsX, NoOfBarsY, BarDia, DiagonalReinf=True, FaceBarSize=None,
FaceBarSpacing=None, TieSpacing = 6, TieDia = 5, no_of_ties_x=None, no_of_ties_y=None, **kwargs):
"""
:param b:
:param h:
:param NoOfBarsX:
:param NoOfBarsY:
:param fpc: fpc of conc in ksi
:param fy: fy of steel in ksi
:param BarDia:
:param DiagonalReinf:
"""
self.b = b
self.h = h
self.fpc = fpc
self.fy = fy
self.NoOfBarsX = NoOfBarsX
self.NoOfBarsY = NoOfBarsY
self.BarDia = BarDia
self.TieSpacing = TieSpacing
self.TieDia = TieDia
self.DiagonalReinf = DiagonalReinf
self.FaceBarSize = FaceBarSize
self.FaceBarSpacing = FaceBarSpacing
self.no_of_ties_x = no_of_ties_x
self.no_of_ties_y = no_of_ties_y
self.fce = 1.3 * fpc # TBI Table 7.1
self.fye = 1.17 * fy # TBI Table 7.1
self.__dict__.update(kwargs)
class PlanarWallSection:
def __init__(self, l_w, t_w, left_boundary, right_boundary, boundary_bar_size, left_reinf_layout,
right_reinf_layout,
web_rho, bar_size_web, fpc, fy, fu, boundary_tie_spacing, boundary_tie_bar,
boundary_tie_x_no, boundary_tie_y_no, **kwargs):
self.l_w = l_w
self.t_w = t_w
self.right_boundary = right_boundary
self.left_boundary = left_boundary
self.boundary_bar_size = boundary_bar_size
self.right_reinf_layout = right_reinf_layout
self.left_reinf_layout = left_reinf_layout
self.web_rho = web_rho
self.bar_size_web = bar_size_web
self.fu = fu
self.fpc = fpc
self.fy = fy
self.boundary_tie_spacing = boundary_tie_spacing
self.boundary_tie_bar = boundary_tie_bar
self.boundary_tie_x_no = boundary_tie_x_no
self.boundary_tie_y_no = boundary_tie_y_no
self.fce = 1.3 * fpc # TBI Table 7.1
self.fye = 1.17 * fy # TBI Table 7.1
self.__dict__.update(kwargs)
class TWallSection:
def __init__(self, l_w, b_w, t_w, rho, bar_size, fpc, fy, fu, tie_vertical_spacing, tie_bar_size,
tie_x_spacing, tie_y_spacing, flange_is_left = True,
boundary_length = None, boundary_reinf_layout = None, **kwargs):
self.l_w = l_w
self.t_w = t_w
self.b_w = b_w
self.flange_is_left = flange_is_left
self.boundary_length = boundary_length
self.boundary_reinf_layout = boundary_reinf_layout
self.rho = rho
self.bar_size = bar_size
self.fu = fu
self.fpc = fpc
self.fy = fy
self.tie_vertical_spacing = tie_vertical_spacing
self.tie_bar_size = tie_bar_size
self.tie_x_spacing = tie_x_spacing # along thickness
self.tie_y_spacing = tie_y_spacing # along length
self.fce = 1.3 * fpc # TBI Table 7.1
self.fye = 1.17 * fy # TBI Table 7.1
self.__dict__.update(kwargs)
class IWallSection:
def __init__(self, l_w, b_w, t_w, rho, bar_size, fpc, fy, fu, tie_vertical_spacing,
tie_bar_size, tie_x_spacing, tie_y_spacing, **kwargs):
self.l_w = l_w
self.t_w = t_w
self.b_w = b_w
self.rho = rho
self.bar_size = bar_size
self.fu = fu
self.fpc = fpc
self.fy = fy
self.tie_vertical_spacing = tie_vertical_spacing
self.tie_bar_size = tie_bar_size
self.tie_x_spacing = tie_x_spacing # along thickness
self.tie_y_spacing = tie_y_spacing # along length
self.fce = 1.3 * fpc # TBI Table 7.1
self.fye = 1.17 * fy # TBI Table 7.1
self.__dict__.update(kwargs)
####################################################################################
# endregion
####################################################################################
####################################################################################
#region Defining Archetypes
####################################################################################
### D Max Designs
# 8 Story Wall
#region ATCWALLS4O0S100ELF
# Geometry
NoOfStories = 4
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*38.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60
fu = 105
fpc = 5.0
Section1 = PlanarWallSection(24.*12., 24., 46., 46., 9.0,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
3],
0.255, 4.037, fpc, fy, fu, 3, 4., 11, 3)
Section2 = PlanarWallSection(24.*12., 24., 38., 38., 8.0,
[3, 2, 2, 2, 2,
2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 3],
0.255, 4.037, fpc, fy, fu, 3, 4., 8, 3)
ATCWALLS4O0S100ELF = ArchetypeData('ATCWALLS4O0S100ELF', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[Section1, Section1,
Section2, Section2,],
heff = 41.*12)
#endregion
#region ATCWALLS4O4S50ELF
# Geometry
NoOfStories = 4
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*38.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60.
fu = 105.
fpc = 5.
def FindConfinementRebarSpacing(NoOfBars):
RebarLayout = []
NoOfCols = int(int(NoOfBars-2)/2)
for i in range(NoOfCols):
if i == 0 or i == NoOfCols - 1:
RebarLayout.append(3)
else:
RebarLayout.append(2)
return RebarLayout
LLBE = 54
NoOfBarsLBE = 22
BarSizeLBE = 11.28
LBE_S_strirrup = 3.5
LSBE = 30
NoOfBarsSBE = 12
BarSizeSBE = 8.0
SBE_S_strirrup = 3.0
Section1A = PlanarWallSection(9.0*12., 24., LLBE, LSBE, BarSizeLBE,
FindConfinementRebarSpacing(NoOfBarsLBE),
FindConfinementRebarSpacing(NoOfBarsSBE),
0.255, 4., fpc, fy, fu, LBE_S_strirrup, 4., len(FindConfinementRebarSpacing(NoOfBarsLBE)), 3)
Section1B = PlanarWallSection(9.0*12., 24., LSBE, LLBE, BarSizeLBE,
FindConfinementRebarSpacing(NoOfBarsSBE),
FindConfinementRebarSpacing(NoOfBarsLBE),
0.255, 4., fpc, fy, fu, LBE_S_strirrup, 4., len(FindConfinementRebarSpacing(NoOfBarsSBE)), 3)
CB1 = CouplingBeam(24., 5.*12., fpc, fy, 4, 2, 11.274, True, 4., 6., 2.5, 4, 3, 10) #Last Row needs to be fixed
CB2 = CouplingBeam(24., 3.*12., fpc, fy, 4, 2, 11.274, True, 4., 6., 2.5, 4, 3, 10) #Last Row needs to be fixed
CB3 = CouplingBeam(24., 3.*12., fpc, fy, 4, 2, 8.0, True, 4., 6., 2.5, 4, 3, 10) #Last Row needs to be fixed
CouplingBeams = [CB1, CB2, CB2, CB3]
CouplingBeamLengths = [6.0*12., 6.0*12, 6.0*12, 6.0*12]
ATCWALLS4O4S50ELF = ArchetypeData('ATCWALLS4O4S50ELF', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[[Section1A, Section1B],
[Section1A, Section1B],
[Section1A, Section1B],
[Section1A, Section1B],
],
CouplingBeamLength=CouplingBeamLengths,
CouplingBeams=CouplingBeams, heff = 41.*12.)
#endregion
# 8 Story Wall
#region ATCWALLS8O0S100ELF
# Geometry
NoOfStories = 8
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*44.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60
fu = 105
fpc = 5.0
Section1 = PlanarWallSection(30.*12., 24., 72, 72, 10.173,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
0.255, 4.037, fpc, fy, fu, 3, 4., 16, 3)
Section2 = PlanarWallSection(30.*12., 24., 36, 36, 10.173,
[3, 2, 2, 2, 2,
2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 3],
0.255, 4.037, fpc, fy, fu, 3, 4., 8, 3)
Section3 = PlanarWallSection(30.*12., 24., 0, 0, 10.173,
[],
[],
0.255, 4.037, fpc, fy, fu, None, None, None, None)
ATCWALLS8O0S100ELF = ArchetypeData('ATCWALLS8O0S100ELF', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[Section1, Section1, Section1,
Section2, Section2, Section2,
Section3, Section3],
heff = 73.57*12.)
#endregion
#region ATCWALLS8O0S100MRSA
# Geometry
NoOfStories = 8
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*44.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60
fu = 105
fpc = 5.0
Section1 = PlanarWallSection(30.*12., 24., 72, 72, 9.027,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
0.255, 4.037, fpc, fy, fu, 3, 4., 15, 3)
Section2 = PlanarWallSection(30.*12., 24., 36, 36, 9.027,
[3, 2, 2, 2, 2,
3],
[3, 2, 2, 2, 2,
3],
0.255, 4.037, fpc, fy, fu, 3, 4., 6, 3)
Section3 = PlanarWallSection(30.*12., 24., 0, 0, 9.027,
[],
[],
0.255, 4.037, fpc, fy, fu, None, None, None, None)
ATCWALLS8O0S100MRSA = ArchetypeData('ATCWALLS8O0S100MRSA', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[Section1, Section1, Section1,
Section2, Section2, Section2,
Section3, Section3],
heff = 73.57*12.)
#endregion
#region ATCWALLS8O1S50ELF
# Geometry
NoOfStories = 8
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*44.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60.
fu = 105.
fpc = 5.
Section1A = PlanarWallSection(11.25*12., 24., 60, 30, 11.274,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 16, 3)
Section1B = PlanarWallSection(11.25*12., 24., 30, 60, 11.274,
[3, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 6, 3)
Section1 = PlanarWallSection(30.*12., 24., 60, 60, 10.173,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 16, 3)
Section2 = PlanarWallSection(30.*12., 24., 36, 36, 10.173,
[3, 2, 2, 2, 2,
2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 8, 3)
Section3 = PlanarWallSection(30.*12., 24., 0, 0, 10.173,
[],
[],
0.255, 4., fpc, fy, fu, None, None, None, None)
CouplingBeams = [None, None, None, None, None, None, None, None]
CouplingBeamLengths = [7.5*12., None, None, None, None, None, None, None]
ATCWALLS8O1S50ELF = ArchetypeData('ATCWALLS8O1S50ELF', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[[Section1A, Section1B], Section1, Section1,
Section2, Section2, Section2,
Section3, Section3],
CouplingBeamLength=CouplingBeamLengths,
CouplingBeams=CouplingBeams, heff = 73.57*12.)
#endregion
#region ATCWALLS8O1S50MRSA
# Geometry
NoOfStories = 8
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*44.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60.
fu = 105.
fpc = 5.
Section1A = PlanarWallSection(11.25*12., 24., 60, 30, 10.173,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 16, 3)
Section1B = PlanarWallSection(11.25*12., 24., 30, 60, 10.173,
[3, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 6, 3)
Section1 = PlanarWallSection(30.*12., 24., 60, 60, 10.173,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 16, 3)
Section2 = PlanarWallSection(30.*12., 24., 36, 36, 9.027,
[3, 2, 2, 2, 2,
3],
[3, 2, 2, 2, 2,
3],
0.255, 4., fpc, fy, fu, 3, 4., 6, 3)
Section3 = PlanarWallSection(30.*12., 24., 0, 0, 9.027,
[],
[],
0.255, 4., fpc, fy, fu, None, None, None, None)
CouplingBeams = [None, None, None, None, None, None, None, None]
CouplingBeamLengths = [7.5*12., None, None, None, None, None, None, None]
ATCWALLS8O1S50MRSA = ArchetypeData('ATCWALLS8O1S50MRSA', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[[Section1A, Section1B], Section1, Section1,
Section2, Section2, Section2,
Section3, Section3],
CouplingBeamLength=CouplingBeamLengths,
CouplingBeams=CouplingBeams, heff = 73.57*12.)
#endregion
#region ATCWALLS8O1S75ELF
# Geometry
NoOfStories = 8
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*44.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60.
fu = 105.
fpc = 5.
Section1A = PlanarWallSection(13.75*12., 24., 60, 30, 11.274,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
[3, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 15, 3)
Section1B = PlanarWallSection(13.75*12., 24., 30, 60, 11.274,
[3, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 6, 3)
Section1 = PlanarWallSection(30.*12., 24., 60, 60, 10.173,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 16, 3)
Section2 = PlanarWallSection(30.*12., 24., 36, 36, 10.173,
[3, 2, 2, 2, 2,
2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 8, 3)
Section3 = PlanarWallSection(30.*12., 24., 0, 0, 10.173,
[],
[],
0.255, 4., fpc, fy, fu, None, None, None, None)
CouplingBeams = [None, None, None, None, None, None, None, None]
CouplingBeamLengths = [2.5*12., None, None, None, None, None, None, None]
ATCWALLS8O1S75ELF = ArchetypeData('ATCWALLS8O1S75ELF', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[[Section1A, Section1B], Section1, Section1,
Section2, Section2, Section2,
Section3, Section3],
CouplingBeamLength=CouplingBeamLengths,
CouplingBeams=CouplingBeams, heff = 73.57*12.)
#endregion
#region ATCWALLS8O1S75MRSA
# Geometry
NoOfStories = 8
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*44.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60.
fu = 105.
fpc = 5.
Section1A = PlanarWallSection(13.75*12., 24., 60, 30, 10.173,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
[3, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 15, 3)
Section1B = PlanarWallSection(13.75*12., 24., 30, 60, 10.173,
[3, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 6, 3)
Section1 = PlanarWallSection(30.*12., 24., 60, 60, 10.173,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 15, 3)
Section2 = PlanarWallSection(30.*12., 24., 36, 36, 9.027,
[3, 2, 2, 2, 2,
3],
[3, 2, 2, 2, 2,
3],
0.255, 4., fpc, fy, fu, 3, 4., 6, 3)
Section3 = PlanarWallSection(30.*12., 24., 0, 0, 10.173,
[],
[],
0.255, 4., fpc, fy, fu, None, None, None, None)
CouplingBeams = [None, None, None, None, None, None, None, None]
CouplingBeamLengths = [2.5*12., None, None, None, None, None, None, None]
ATCWALLS8O1S75MRSA = ArchetypeData('ATCWALLS8O1S75MRSA', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[[Section1A, Section1B], Section1, Section1,
Section2, Section2, Section2,
Section3, Section3],
CouplingBeamLength=CouplingBeamLengths,
CouplingBeams=CouplingBeams, heff = 73.57*12.)
#endregion
#region ATCWALLS8O2S50ELF
# Geometry
NoOfStories = 8
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*44.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60.
fu = 105.
fpc = 5.
Section1A = PlanarWallSection(11.25*12., 24., 60, 30, 11.274,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 3],
[3, 2, 2, 2, 2,
3],
0.255, 4., fpc, fy, fu, 3., 4., 17, 3)
Section1B = PlanarWallSection(11.25*12., 24., 30, 60, 11.274,
[3, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 6, 3)
Section1 = PlanarWallSection(30.*12., 24., 60, 60, 11.274,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 17, 3)
Section2 = PlanarWallSection(30.*12., 24., 30, 30, 9.027,
[3, 2, 2, 2, 2,
3],
[3, 2, 2, 2, 2,
3],
0.255, 4., fpc, fy, fu, 3, 4., 6, 3)
Section3 = PlanarWallSection(30.*12., 24., 0, 0, 9.027,
[],
[],
0.255, 4., fpc, fy, fu, None, None, None, None)
CB1 = CouplingBeam(24., 60., fpc, fy, 4, 2, 11.274, True, 4., 6., 2.5, 4, 3, 10)
CouplingBeams = [CB1, None, None, None, None, None, None, None]
CouplingBeamLengths = [7.5*12., 7.5*12, None, None, None, None, None, None]
ATCWALLS8O2S50ELF = ArchetypeData('ATCWALLS8O2S50ELF', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[[Section1A, Section1B], [Section1A, Section1B], Section1,
Section2, Section2, Section2,
Section3, Section3],
CouplingBeamLength=CouplingBeamLengths,
CouplingBeams=CouplingBeams, heff = 73.57*12.)
#endregion
#region ATCWALLS8O2S50MRSA
# Geometry
NoOfStories = 8
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*44.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60.
fu = 105.
fpc = 5.
Section1A = PlanarWallSection(11.25*12., 24., 60, 30, 11.274,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
3],
0.255, 4., fpc, fy, fu, 3., 4., 15, 3)
Section1B = PlanarWallSection(11.25*12., 24., 30, 60, 11.274,
[3, 2, 2, 2, 2,
3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 6, 3)
Section1 = PlanarWallSection(30.*12., 24., 60, 60, 11.274,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 15, 3)
Section2 = PlanarWallSection(30.*12., 24., 30, 30, 8.0,
[3, 2, 2, 2, 3],
[3, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 6, 3)
Section3 = PlanarWallSection(30.*12., 24., 0, 0, 9.027,
[],
[],
0.255, 4., fpc, fy, fu, None, None, None, None)
CB1 = CouplingBeam(24., 60., fpc, fy, 4, 2, 11.274, True, 4., 6., 2.5, 4, 3, 10)
CouplingBeams = [CB1, None, None, None, None, None, None, None]
CouplingBeamLengths = [7.5*12., 7.5*12, None, None, None, None, None, None]
ATCWALLS8O2S50MRSA = ArchetypeData('ATCWALLS8O2S50MRSA', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[[Section1A, Section1B], [Section1A, Section1B], Section1,
Section2, Section2, Section2,
Section3, Section3],
CouplingBeamLength=CouplingBeamLengths,
CouplingBeams=CouplingBeams, heff = 73.57*12.)
#endregion
#region ATCWALLS8O2S75ELF
# Geometry
NoOfStories = 8
YGrids = [0] + np.array(np.arange(0,(NoOfStories)*13*12, 13*12)+15*12).tolist()
# Loading
# DL 175psf Floors and 140psf Roof
# LL 65psf Floors and 20psf Roof
MassPerSqFt = (199.5)/1000. # use this 200 psf
FloorArea = 60.*120.
Mass = np.ones(NoOfStories) * MassPerSqFt * FloorArea
Mass[-1] = FloorArea*154.9/1000. # Adjust for Roof Weight
WallTribArea = 30.*44.
WeightPerSqFt = 212./1000.
BuildingWeight = np.ones(NoOfStories) * WeightPerSqFt * FloorArea
BuildingWeight[-1] = 152. / 1000. * FloorArea # Adjust for Roof Weight
PDeltaColumnGravityLoad = -1 * BuildingWeight * (FloorArea - WallTribArea) / FloorArea
WallGravityLoad = BuildingWeight * WallTribArea / FloorArea * -1
# WallGravityLoad = Mass * WallTribArea / FloorArea * -1 # This is what Kamal used in Atena
# Material Properties
fy = 60.
fu = 105.
fpc = 5.
Section1A = PlanarWallSection(13.75*12., 24., 60, 30, 11.274,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 16, 3)
Section1B = PlanarWallSection(13.75*12., 24., 30, 60, 11.274,
[3, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3., 4., 6, 3)
Section1 = PlanarWallSection(30.*12., 24., 60, 60, 11.274,
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2,
2, 2, 2, 2, 2,
2, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 16, 3)
Section2 = PlanarWallSection(30.*12., 24., 30, 30, 9.027,
[3, 2, 2, 2, 2, 2, 2, 3],
[3, 2, 2, 2, 2, 2, 2, 3],
0.255, 4., fpc, fy, fu, 3, 4., 8, 3)
Section3 = PlanarWallSection(30.*12., 24., 0, 0, 9.027,
[],
[],
0.255, 4., fpc, fy, fu, None, None, None, None)
CB1 = CouplingBeam(24., 60., fpc, fy, 4, 2, 10.173, True, 4., 6., 3., 5, 3, 10)
CouplingBeams = [CB1, None, None, None, None, None, None, None]
CouplingBeamLengths = [2.5*12., 2.5*12, None, None, None, None, None, None]
ATCWALLS8O2S75ELF = ArchetypeData('ATCWALLS8O2S75ELF', YGrids, None, None, None, None, None, None, None, fpc, fy, fu, PDeltaColumnGravityLoad,
Mass, WallGravityLoad,
CustomWallSection=[[Section1A, Section1B], [Section1A, Section1B], Section1,
Section2, Section2, Section2,
Section3, Section3],
CouplingBeamLength=CouplingBeamLengths,
CouplingBeams=CouplingBeams, heff = 73.57*12.)
#endregion
#region ATCWALLS8O2S75MRSA
# Geometry