OpenSees Examples Manual -- Structural Models & Anlyses: Difference between revisions
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The objective of Example 1a and Example 1b is to give an overview of input-file format in OpenSees using simple scripts. These scripts do not take advantage of the Tcl scripting capabilities shown in the later examples. However, they do provide starting a place where the input file is similar to that of more familiar Finite-Element Analysis software. Subsequent examples should be used as the basis for user input files. | The objective of Example 1a and Example 1b is to give an overview of input-file format in OpenSees using simple scripts. These scripts do not take advantage of the Tcl scripting capabilities shown in the later examples. However, they do provide starting a place where the input file is similar to that of more familiar Finite-Element Analysis software. Subsequent examples should be used as the basis for user input files. | ||
<big><strong>[[OpenSees Example 1a. 2D Elastic Cantilever Column ]]</strong></big> | <big><strong>[[OpenSees Example 1a. 2D Elastic Cantilever Column ]]</strong></big> | ||
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Revision as of 17:32, 10 November 2009
Introduction |
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The following examples are listed in order of simplicity. NOTE: gravity analysis is always included as part of the model building |
OpenSees Examples -- Introductory Examples |
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The objective of Example 1a and Example 1b is to give an overview of input-file format in OpenSees using simple scripts. These scripts do not take advantage of the Tcl scripting capabilities shown in the later examples. However, they do provide starting a place where the input file is similar to that of more familiar Finite-Element Analysis software. Subsequent examples should be used as the basis for user input files. |
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OpenSees Examples -- Simple Nonlinear Analysis Examples |
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OpenSees Examples -- 2D Structural Modelling & Analysis Examples |
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OpenSees Examples -- 3D Structural Modelling & Analysis Examples |
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OpenSees Examples -- Section Modelling And Analysis Examples |
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