sfsimodels.models package

Submodules

sfsimodels.models.abstract_models module

class sfsimodels.models.abstract_models.CustomObject

Bases: sfsimodels.models.abstract_models.PhysicalObject

An object to describe structures.

ancestor_types

base_type = 'custom_object'

id

Object id :return:

name = None

type = 'custom_object'

class sfsimodels.models.abstract_models.PhysicalObject

Bases: object

add_from_same(obj, inputs_from='obj', update_inputs=True)

ancestor_types

attributes

deepcopy()

Make a clone of the object

set(values)

Set the object parameters using a dictionary

skip_list = ()

to_dict(extra=(), **kwargs)

type = 'physical_object'

unique_hash

sfsimodels.models.buildings module

class sfsimodels.models.buildings.Building(n_storeys, verbose=0, **kwargs)

Bases: sfsimodels.models.abstract_models.PhysicalObject

An object to define Buildings

Parameters:n_storeys (int) – Number of storeys

ancestor_types

base_type = 'building'

concrete

floor_area

floor_length

floor_width

g

heights

id

interstorey_heights

max_height

n_storeys

name = None

set_storey_masses_by_pressure(stresses)

storey_masses

type = 'building'

class sfsimodels.models.buildings.BuildingFrame(n_storeys, n_bays)

Bases: sfsimodels.models.buildings.FrameBuilding

class sfsimodels.models.buildings.BuildingFrame2D(n_storeys, n_bays)

Bases: sfsimodels.models.buildings.FrameBuilding2D

class sfsimodels.models.buildings.BuildingSDOF(g=9.8)

Bases: sfsimodels.models.buildings.SDOFBuilding

class sfsimodels.models.buildings.BuildingWall(n_storeys)

Bases: sfsimodels.models.buildings.WallBuilding

class sfsimodels.models.buildings.Element(section_class=None)

Bases: sfsimodels.models.abstract_models.PhysicalObject

add_inputs_to_section(props, sections=None)

get_section_prop(prop, section_i=0)

s

section_lengths = None

set_section_prop(prop, prop_value, sections=None)

split_into_multiple(lengths)

to_dict(extra=(), **kwargs)

class sfsimodels.models.buildings.Frame(n_storeys, n_bays)

Bases: object

ancestor_types

bay_lengths

beam_depths

beam_section_ids

beam_sections

beam_widths

beams

beams_at_storey(storey)

column_depths

column_section_ids

column_sections

column_widths

columns

n_bays

n_cols

n_storeys

set_beam_prop(prop, values, repeat='up')

Specify the properties of the beams

Parameters:

• values –
• repeat – if ‘up’ then duplicate up the structure

Returns:

set_column_prop(prop, values, repeat='up')

Specify the properties of the columns

Parameters:

• values –
• repeat – if ‘up’ then duplicate up the structure

Returns:

to_dict(extra=(), **kwargs)

class sfsimodels.models.buildings.FrameBuilding(n_storeys, n_bays)

Bases: sfsimodels.models.buildings.Frame, sfsimodels.models.buildings.Building

ancestor_types

n_gravity_frames

n_seismic_frames

type = 'frame_building'

class sfsimodels.models.buildings.FrameBuilding2D(n_storeys, n_bays)

Bases: sfsimodels.models.buildings.Frame, sfsimodels.models.buildings.Building

ancestor_types

to_dict(extra=(), compression=True, **kwargs)

type = 'frame_building2D'

class sfsimodels.models.buildings.SDOFBuilding(g=9.8)

Bases: sfsimodels.models.abstract_models.PhysicalObject

An object to describe structures.

ancestor_types

base_type = 'building'

h_eff

id

k_eff

mass_eff

mass_ratio

name = None

t_fixed

type = 'sdof'

weight

class sfsimodels.models.buildings.Section

Bases: sfsimodels.models.abstract_models.PhysicalObject

base_type = 'section'

depth

id = None

type = 'section'

width

class sfsimodels.models.buildings.SoilStructureSystem

Bases: sfsimodels.models.abstract_models.PhysicalObject

bd = <sfsimodels.models.buildings.SDOFBuilding object>

fd = <sfsimodels.models.foundations.Foundation object>

hz = <sfsimodels.models.hazards.SeismicHazard object>

inputs = ['name', 'id', 'name', 'base_type', 'type', 'h_eff', 'mass_eff', 't_fixed', 'mass_ratio', 'id', 'name', 'base_type', 'type', 'width', 'length', 'depth', 'height', 'density', 'mass', 'id', 'name', 'base_type', 'type', 'stype', 'g_mod', 'bulk_mod', 'poissons_ratio', 'phi', 'dilation_angle', 'e_min', 'e_max', 'e_curr', 'relative_density', 'specific_gravity', 'unit_dry_weight', 'unit_sat_weight', 'saturation', 'cohesion', 'plasticity_index', 'permeability', 'z_factor', 'r_factor', 'n_factor', 'magnitude', 'site_class', 'corner_period', 'corner_acc_factor']

name = 'Nameless'

sp = <sfsimodels.models.soils.Soil object>

class sfsimodels.models.buildings.Structure(g=9.8)

Bases: sfsimodels.models.buildings.BuildingSDOF

class sfsimodels.models.buildings.WallBuilding(n_storeys)

Bases: sfsimodels.models.buildings.Building

ancestor_types

n_walls = 1

type = 'wall_building'

wall_depth = 0.0

wall_width = 0.0

sfsimodels.models.foundations module

class sfsimodels.models.foundations.Foundation

Bases: sfsimodels.models.abstract_models.PhysicalObject

An object to describe building foundations

ancestor_types

area

Foundation area in plan :return:

base_type = 'foundation'

density

The mass density of the foundation [kg/m3] :return:

depth

Measure of the base of the foundation to the surface of the soil :return:

height

Measure of the base of the foundation to the top :return:

id

length

Length of the foundation (typically in the out-of-plane direction) :return:

mass

The mass of the whole foundation :return:

name = None

type = 'foundation'

weight

The weight of the foundation [N] :return:

width

Length of the foundation (typically in the in-plane direction) :return:

class sfsimodels.models.foundations.FoundationPad

Bases: sfsimodels.models.foundations.PadFoundation

class sfsimodels.models.foundations.FoundationRaft

Bases: sfsimodels.models.foundations.RaftFoundation

class sfsimodels.models.foundations.PadFoundation

Bases: sfsimodels.models.foundations.Foundation

An extension to the Foundation Object to describe Pad foundations

ancestor_types

area

Contact area of the whole foundation in plan :return:

ftype = 'pad'

i_ll

Second moment of inertia around the length axis. :return:

i_ww

Second moment of inertia around the width axis. :return:

n_pads

Total number of pad footings :return:

n_pads_l = 4

n_pads_w = 3

pad_area

Area of a pad :return:

pad_i_ll

Second moment of inertia of a single pad around the length axis. :return:

pad_i_ww

Second moment of inertia of a single pad around the width axis. :return:

pad_length = 1.0

pad_position_l(i)

Determines the position of the ith pad in the length direction. Assumes equally spaced pads.

Parameters:i – ith number of pad in length direction (0-indexed) Returns:

pad_position_w(i)

Determines the position of the ith pad in the width direction. Assumes equally spaced pads.

Parameters:i – ith number of pad in width direction (0-indexed) Returns:

pad_width = 1.0

type = 'foundation_pad'

class sfsimodels.models.foundations.RaftFoundation

Bases: sfsimodels.models.foundations.Foundation

An extension to the Foundation Object to describe Raft foundations

ancestor_types

ftype = 'raft'

i_ll

Contact moment-area around the length axis :return:

i_ww

Contact moment-area around the width axis :return:

type = 'foundation_raft'

sfsimodels.models.hazards module

class sfsimodels.models.hazards.SeismicHazard

Bases: sfsimodels.models.abstract_models.PhysicalObject

An object to describe seismic hazard.

ancestor_types

corner_acc

corner_acc_factor = 0.0

corner_disp

corner_period = -1.0

inputs = ['z_factor', 'r_factor', 'n_factor', 'magnitude', 'site_class', 'corner_period', 'corner_acc_factor']

magnitude = 0.0

n_factor = 1.0

outputs = ['pga', 'corner_acc', 'corner_disp']

pga

r_factor = 1.0

site_class = None

type = 'seismic_hazard'

z_factor = 0.0

sfsimodels.models.hazards.msf(magnitude)

Magnitude scaling factor

Parameters:magnitude – Earthquake moment magnitude Returns:float

sfsimodels.models.material module

class sfsimodels.models.material.Concrete(fc=30000000.0, fy=300000000.0, youngs_steel=200000000000.0, piossons_ratio=0.18)

Bases: sfsimodels.models.abstract_models.PhysicalObject

An object to describe reinforced concrete

base_type = 'material'

inputs = ['fy', 'youngs_steel']

type = 'concrete'

youngs_concrete

sfsimodels.models.soils module

class sfsimodels.models.soils.CriticalSoil(pw=9800, **kwargs)

Bases: sfsimodels.models.soils.Soil

ancestor_types

e_cr0 = 0.0

e_critical(p)

lamb_crl = 0.0

p_cr0 = 0.0

type = 'critical_soil'

class sfsimodels.models.soils.Soil(pw=9800, **kwargs)

Bases: sfsimodels.models.abstract_models.PhysicalObject

An object to simulate an element of soil

ancestor_types

View list of types from inherited objects

base_type = 'soil'

bulk_mod

Bulk modulus of the soil

calc_shear_vel(saturated)

cohesion

Cohesive strength of the soil

dilation_angle

Internal dilation angle of the soil

peak_angle = phi + dilation_angle

e_curr

The current void ratio of the soil

e_max

The maximum void ratio

e_min

The minimum void ratio

g_mod

Shear modulus of the soil

get_shear_vel(saturated)

Calculate the shear wave velocity

Parameters:saturated – bool, if true then use saturated mass Returns:

get_unit_mass(saturated)

id

Object id

k_0

moisture_content

The moisture of the soil \((unit_moisture_weight) / (unit_dry_weight)\).

name = None

override(item, value)

Can set a parameter to a value that is inconsistent with existing values.

This method sets the inconsistent value and then reapplies all existing values that are still consistent, all non-consistent (conflicting) values are removed from the object and returned as a list

Parameters:

• item – name of parameter to be set
• value – value of the parameter to be set

Returns:

list, conflicting values

permeability

The permeability of the soil

phi

Internal friction angle of the soil

phi_r

internal friction angle in radians

plasticity_index

The plasticity index of the soil

poissons_ratio

Poisson’s ratio of the soil

porosity

Soil porosity

pw

Specific weight of water

recompute_all_stiffness_parameters()

recompute_all_weights_and_void()

relative_density

math (e_max - e_curr) / (.e_max - .e_min)

Type:The relative density

reset_all()

Resets all parameters to None

saturation

The current saturation of the soil

specific_gravity

The specific gravity of the soil

stype = 'soil'

type = 'soil'

unit_bouy_weight

The unit moist weight of the soil (accounts for saturation level)

unit_dry_mass

The mass of the soil in dry state

unit_dry_weight

The unit weight of the soil if saturation=0

unit_moist_weight

The unit moist weight of the soil (accounts for saturation level)

unit_sat_mass

The mass of the soil when fully saturated

unit_sat_weight

The weight of the soil if saturation=1

unit_weight

The unit moist weight of the soil (accounts for saturation level) :return: float

class sfsimodels.models.soils.SoilCritical(pw=9800)

Bases: sfsimodels.models.soils.CriticalSoil

class sfsimodels.models.soils.SoilLayer(depth=0.0, height=1000, top_total_stress=0.0, top_pore_pressure=0.0)

Bases: sfsimodels.models.soils.Soil

class sfsimodels.models.soils.SoilProfile

Bases: sfsimodels.models.abstract_models.PhysicalObject

An object to describe a soil profile

add_layer(depth, soil)

Adds a soil to the SoilProfile at a set depth.

Note, the soils are automatically reordered based on depth from surface.

Parameters:

• depth – depth from surface to top of soil layer
• soil – Soil object

add_to_dict(models_dict, **kwargs)

ancestor_types

base_type = 'soil_profile'

crust_effective_unit_weight

depths

An ordered list of depths. :return:

equivalent_crust_cohesion

Calculate the equivalent crust cohesion strength according to Karamitros et al. 2013 sett, pg 8 eq. 14

Returns:equivalent cohesion [Pa]

gen_split(incs=None, target=1.0, props=None)

get_hydrostatic_pressure_at_depth(y_c)

get_layer_index_by_depth(depth)

get_parameter_at_depth(depth, parameter)

get_parameters_at_depth(depth, parameters)

get_soil_at_depth(depth)

get_v_eff_stress_at_depth(y_c)

Determine the vertical effective stress at a single depth z_c.

Parameters:y_c – float, depth from surface

get_v_total_stress_at_depth(z)

Determine the vertical total stress at depth z, where z can be a number or an array of numbers.

gwl

Get the ground water level

height

hydrostatic = False

hydrostatic_pressure(y_c)

Determine the vertical effective stress at a single depth y_c.

Parameters:y_c – float, depth from surface

id

Get the id number of the soil profile

inputs = ['id', 'name', 'gwl', 'unit_water_weight', 'layers', 'height']

layer(index)

layer_depth(index)

layer_height(layer_int)

Get the layer height by layer id number.

Parameters:layer_int – Returns:float, height of the soil layer

layers

n_layers

Number of soil layers :return:

name = None

one_vertical_total_stress(z_c)

Determine the vertical total stress at a single depth z_c.

Parameters:z_c – depth from surface

remove_layer(layer_int)

remove_layer_at_depth(depth)

replace_layer(layer_int, soil)

set_soil_ids_to_layers()

shear_vel_at_depth(y_c)

Get the shear wave velocity at a depth.

Parameters:y_c – float, depth from surface Returns:

split_props(incs=None, target=1.0, props=None)

to_dict(**kwargs)

type = 'soil_profile'

unit_water_weight = 9800.0

unit_weight_water = 9800.0

vert_eff_stress(y_c)

Determine the vertical effective stress at a single depth z_c.

Parameters:y_c – float, depth from surface

vertical_effective_stress(y_c)

Deprecated. Use get_vert_eff_stress

vertical_total_stress(y_c)

class sfsimodels.models.soils.SoilStressDependent(pw=9800)

Bases: sfsimodels.models.soils.StressDependentSoil

class sfsimodels.models.soils.StressDependentSoil(pw=9800, **kwargs)

Bases: sfsimodels.models.soils.Soil

a

ancestor_types

calc_shear_vel_at_v_eff_stress(saturated, v_eff_stress)

g0_mod

g_mod_at_m_eff_stress(m_eff_stress)

g_mod_at_v_eff_stress(v_eff_stress)

get_g_mod_at_m_eff_stress(m_eff_stress)

get_g_mod_at_v_eff_stress(v_eff_stress)

get_shear_vel_at_v_eff_stress(v_eff_stress, saturated)

p_atm

type = 'stress_dependent_soil'

sfsimodels.models.soils.discretize_soil_profile(sp, incs=None, target=1.0)

Splits the soil profile into slices and stores as dictionary

Parameters:

• sp – SoilProfile
• incs – array_like, increments of depth to use for each layer
• target – target depth increment size

Returns:

dict

sfsimodels.models.systems module

class sfsimodels.models.systems.SoilStructureSystem

Bases: object

add_obj_to_system(obj)

base_type = 'system'

bd

building_id

fd

foundation_id

id = None

name = None

soil_profile_id

sp

to_dict(**kwargs)

type = 'sfs'

unique_hash

sfsimodels.models.time module

class sfsimodels.models.time.TimeSeries(values, dt, name='unnamed')

Bases: object

cut(start=0, end=-1, index=False)

The method cuts the time series to reduce its length. :param start: int or float, optional, New start point :param end: int or float, optional, New end point :param index: bool, optional, if False then start and end are considered values in time.

dt

The time step

npts

The number of points in the time series

reassess()

re-computes dynamic properties :return:

time

An array of time of equal length to the time series

values

sfsimodels.models.time.time_indices(npts, dt, start, end, index)

Determine the new start and end indices of the time series.

Parameters:

• npts – Number of points in original time series
• dt – Time step of original time series
• start – int or float, optional, New start point
• end – int or float, optional, New end point
• index – bool, optional, if False then start and end are considered values in time.

Returns:

tuple, start index, end index

Module contents