OpenSeesRT Examples
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Example 1: Linear Truss
01 January 0001
A finite element model of a simple truss is created, and static analysis is performed.
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Moment-Curvature Analysis
01 January 0001
A reinforced concrete cross-section is modeled using a fiber section, and a moment-curvature analysis is performed.
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Continuum Cantilever
01 January 0001
Dynamic analysis of a cantilever beam, modeled with 8-node brick elements.
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Dynamic Shell Analysis
01 January 0001
Transient analysis of a shell model.
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Example 4: Multibay Two Story Frame
01 January 0001
A multi-bay reinforced concrete frame is investigated.
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Frame with Diaphragms
01 January 0001
A three-dimensional reinforced concrete rigid frame, is subjected to bi-directional earthquake ground motion.
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Inelastic Plane Frame
01 January 0001
Nonlinear analysis of a concrete portal frame.
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Simply Supported Solid Beam
01 January 0001
In this example a simply supported beam is modelled with two dimensional solid elements. The example is implemented in both Tcl and Python:
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