Reliability Sensitivity and Optimization Modules: Difference between revisions

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# Seperate module with clear interface for any fe code to provide
# Seperate module with clear interface for any fe code to provide


== Documentation (Armen & Terje) ==
== Documentation ==
 
=== Explanation/THEORY  (Armen & Terje)===


have a look:
have a look:
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[http://en.wikiversity.org/wiki/Portal:Information_technology]
[http://en.wikiversity.org/wiki/Portal:Information_technology]


=== What does reliability, sensitivity and optimization mean in context of structural engineering ===
how to explain what these modules will do to a structural engineer.
=== What is the process ===
 
=== List of References ===
What does reliability, sensitivity and optimization mean in context of structural engineering
 
What is the process
 
List of References
 
=== Command Manual for use with OpenSees (Mike, Kevin, Quan, Michele) ===


== Examples ==
== Examples ==
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== References:  ==
== References:  ==


If you use this work, we would appreciate it if you would reference the papers below.
If you use this work, we would appreciate it if you would reference the papers below:
 
Haukaas, T., Der Kiureghian, A.  “Methods and object-oriented software for FE reliability and sensitivity analysis with application to a bridge structure.” ASCE Journal of Computing in Civil Engineering, 21(3), pp. 151-163, 2007.
 
 


== Design ==
== Design ==

Revision as of 21:11, 5 March 2010


Roadmap

What is the Vision

What are the short term goals

What are the long term goals

What are the Boundaries

What is the Product

  1. Seperate module with clear interface for any fe code to provide

Documentation

Explanation/THEORY (Armen & Terje)

have a look:

[1] [2] [3]

how to explain what these modules will do to a structural engineer.

What does reliability, sensitivity and optimization mean in context of structural engineering

What is the process

List of References

Command Manual for use with OpenSees (Mike, Kevin, Quan, Michele)

Examples

References:

If you use this work, we would appreciate it if you would reference the papers below:

Haukaas, T., Der Kiureghian, A. “Methods and object-oriented software for FE reliability and sensitivity analysis with application to a bridge structure.” ASCE Journal of Computing in Civil Engineering, 21(3), pp. 151-163, 2007.


Design

Based on Terje's original work, Kevin & Michaels changes.

One new change all agree on is use of a new FunctionEvaluator class and introduction of some other class to store results in.

<uml> abstract class FunctionEvaluator FunctionEvaluator <|-- TclFunctionEvaluator FunctionEvaluator : double eval(const char * =0) </uml>

Class Diagrams for Reliability