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What is Dynamic Response Characteristics about?
This study investigates the dynamic response characteristics of steel portal frames with semi-rigid joints under sinusoidal wave excitation. It highlights the nonlinear behavior of these frames, demonstrating that increased input acceleration can reduce resonance frequency and response spectra due to hysteretic damping effects. The findings suggest that a more detailed seismic design procedure is necessary for semi-rigid connections to account for dynamic loads.
- Author
- espaciolecturajuname
- Language
- EN