Provides functions for calculating the outputs.
More...
#include <string>
#include "InputParameters.hpp"
Go to the source code of this file.
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| double | func_J_tol (InputParameters &inParams) |
| | Calculates tolerable stress distribution factor. More...
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| double | func_q (InputParameters &inParams) |
| | Calculates applied load (demand): 3 second duration equivalent pressure (Pa) More...
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| double | func_q_hat (InputParameters &inParams, double q) |
| | Calculates dimensionless load. More...
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| double | func_q_hat_tol (InputParameters &inParams, double J_tol) |
| | Calculates tolerable load. More...
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| double | func_J (InputParameters &inParams, double q_hat) |
| | Calculates stress distribution factor (Function) More...
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| double | func_NFL (InputParameters &inParams, double q_hat_tol) |
| | Calculates non-factored load: three second duration uniform load associated with a probability of breakage less than or equal to 8 lites per 1000 for monolithic AN glass (Pa) More...
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| double | func_B (InputParameters &inParams, double J) |
| | Calculates risk of failure. More...
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| double | func_LR (InputParameters &inParams, double NFL) |
| | Calculates load resistance: the uniform lateral load that a glass construction can sustain based upon a given probability of breakage and load duration as defined in (pp. 1 and 53) Ref: astm2009 (Pa) More...
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| double | func_P_b (double B) |
| | Calculates probability of breakage: the fraction of glass lites or plies that would break at the first occurrence of a specified load and duration, typically expressed in lites per 1000 (Ref: astm2016) More...
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| bool | func_isSafeLR (double LR, double q) |
| | Calculates 3 second load equivalent resistance safety requirement. More...
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| bool | func_isSafePb (InputParameters &inParams, double P_b) |
| | Calculates probability of glass breakage safety requirement. More...
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Provides functions for calculating the outputs.
- Author
- Nikitha Krithnan and W. Spencer Smith
- Note
- Generated by Drasil v0.1-alpha
◆ func_B()
Calculates risk of failure.
- Parameters
-
| inParams | structure holding the input values |
| J | stress distribution factor (Function) |
- Returns
- risk of failure
◆ func_isSafeLR()
| bool func_isSafeLR |
( |
double |
LR, |
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double |
q |
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) |
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Calculates 3 second load equivalent resistance safety requirement.
- Parameters
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| LR | load resistance: the uniform lateral load that a glass construction can sustain based upon a given probability of breakage and load duration as defined in (pp. 1 and 53) Ref: astm2009 (Pa) |
| q | applied load (demand): 3 second duration equivalent pressure (Pa) |
- Returns
- 3 second load equivalent resistance safety requirement
◆ func_isSafePb()
Calculates probability of glass breakage safety requirement.
- Parameters
-
| inParams | structure holding the input values |
| P_b | probability of breakage: the fraction of glass lites or plies that would break at the first occurrence of a specified load and duration, typically expressed in lites per 1000 (Ref: astm2016) |
- Returns
- probability of glass breakage safety requirement
◆ func_J()
Calculates stress distribution factor (Function)
- Parameters
-
| inParams | structure holding the input values |
| q_hat | dimensionless load |
- Returns
- stress distribution factor (Function)
◆ func_J_tol()
Calculates tolerable stress distribution factor.
- Parameters
-
| inParams | structure holding the input values |
- Returns
- tolerable stress distribution factor
◆ func_LR()
Calculates load resistance: the uniform lateral load that a glass construction can sustain based upon a given probability of breakage and load duration as defined in (pp. 1 and 53) Ref: astm2009 (Pa)
- Parameters
-
| inParams | structure holding the input values |
| NFL | non-factored load: three second duration uniform load associated with a probability of breakage less than or equal to 8 lites per 1000 for monolithic AN glass (Pa) |
- Returns
- load resistance: the uniform lateral load that a glass construction can sustain based upon a given probability of breakage and load duration as defined in (pp. 1 and 53) Ref: astm2009 (Pa)
◆ func_NFL()
Calculates non-factored load: three second duration uniform load associated with a probability of breakage less than or equal to 8 lites per 1000 for monolithic AN glass (Pa)
- Parameters
-
| inParams | structure holding the input values |
| q_hat_tol | tolerable load |
- Returns
- non-factored load: three second duration uniform load associated with a probability of breakage less than or equal to 8 lites per 1000 for monolithic AN glass (Pa)
◆ func_P_b()
| double func_P_b |
( |
double |
B | ) |
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Calculates probability of breakage: the fraction of glass lites or plies that would break at the first occurrence of a specified load and duration, typically expressed in lites per 1000 (Ref: astm2016)
- Parameters
-
- Returns
- probability of breakage: the fraction of glass lites or plies that would break at the first occurrence of a specified load and duration, typically expressed in lites per 1000 (Ref: astm2016)
◆ func_q()
Calculates applied load (demand): 3 second duration equivalent pressure (Pa)
- Parameters
-
| inParams | structure holding the input values |
- Returns
- applied load (demand): 3 second duration equivalent pressure (Pa)
◆ func_q_hat()
Calculates dimensionless load.
- Parameters
-
| inParams | structure holding the input values |
| q | applied load (demand): 3 second duration equivalent pressure (Pa) |
- Returns
- dimensionless load
◆ func_q_hat_tol()
Calculates tolerable load.
- Parameters
-
| inParams | structure holding the input values |
| J_tol | tolerable stress distribution factor |
- Returns
- tolerable load
