08-23-2010, 12:13 PM
Hello George Spasic
The problem is that the books that we see today about structural analysis are all similar to each other. I had the same problem as you have, in finding the related formulas. Most of the numerical problems in structural analysis books just finish up with determining rotation or displacement at nodes. I could find the following links to help you.
Analysis, Design and Construction of Steel Space Frames
Matrix Structural Analysis
Structural Analysis
Matrix Structural Analysis
Structural Equation Modelling
Structural Equation Modelling
The problem is that the books that we see today about structural analysis are all similar to each other. I had the same problem as you have, in finding the related formulas. Most of the numerical problems in structural analysis books just finish up with determining rotation or displacement at nodes. I could find the following links to help you.
Analysis, Design and Construction of Steel Space Frames
Code:
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Matrix Structural Analysis
Code:
***************************************
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http://forum.civilea.com/thread-27464.html
***************************************
Structural Analysis
Code:
***************************************
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http://forum.civilea.com/thread-27464.html
***************************************
Matrix Structural Analysis
Code:
***************************************
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http://forum.civilea.com/thread-27464.html
***************************************
Structural Equation Modelling
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************
Structural Equation Modelling
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************