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2 cards from this section. Quick, good the night before a test.
Name one limitation of 2-DOF models compared to MDOF models.
Think about what happens in tall structures.
Why is irregular geometry a problem for 2-DOF models?
Consider how loads are transferred in unique shapes.
What is one limitation of a 2-DOF model?
Consider the performance of tall buildings.
True or False: 2-DOF models are perfectly adequate for all structural analyses.
Think about complex structures.
Analyze a 15-story building with substantial lateral load requirements. Discuss the potential outcomes of using a 2-DOF model versus an MDOF model for its analysis.
Consider both lateral loading and dynamic response.
Evaluate the implications of nonlinear material behavior in seismic analysis. How would a 2-DOF model provide inaccurate predictions in this context?
Reflect on how materials behave under different loads.
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