This experiment compares data from the live Webshaker experiment to the result of the
Two Degree of Freedom (2DOF) using Modal analysis to solve for the response of the 2-story shear frame.
The values for the 2DOF model: Natural Frequency fn
1, Natural Frequency fn
2, Modal Damping Ratio ζ
1, Modal Damping Ratio ζ
2, and Mode Shape Ø
11, Ø
12, Ø
21, Ø
22 are initial with default values. However, users can adjust these values to achieve a better match with the data from the Webshaker experiment.
The experiment uses a sinusoidal input as the base acceleration motion to the test structure during the experiment. The acceleration data for the sinusoidal input is converted to a voltage signal which is sent to the shake-table delivering the base motion to the test-structure.
Click here for a detail explanation of inputs for 2DOF program.
To construct a sine wave, enter values for the amplitude and frequency of the wave as well as the duration (time). To construct a simulation for the 2DOF model, enter values for the Natural Frequency fn
1, Natural Frequency fn
2, Modal Damping Ratio ζ
1, Modal Damping Ratio ζ
2, and Mode Shape Ø
11, Ø
12, Ø
21, Ø
22. Then press the "Run" button. Limits are placed on the inputs in order to ensure that neither the shake table nor the model become damaged.