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A displacement vs time graph was produced to observe the response of the system.
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This animation shows the use of the nonlinear transient solver together with nonlinear contact analysis. The steel frame is dropped from a specified height and the response on the spring-dampers is monitored. The force-extension behaviour of the spring-damper is itself nonlinear.
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A displacement vs time graph was produced to observe the response of the system. | |
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