Numerical Study on Energy Dissipation of Steel Moment Resisting Frames under Effect of Earthquake Vibrations

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="510593.fig.006a" src="https://static.hindawi.com/articles/aav/volume-2014/510593/figures/510593.fig.006a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Far field of fault</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="510593.fig.006b" src="https://static.hindawi.com/articles/aav/volume-2014/510593/figures/510593.fig.006b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Near field of fault</td></tr></table></td></tr></table>

<table>Time history of inelastic, damping, elastic strain, and kinematic energy of the 3-story model for Kobe earthquake, Japan (1995), in (a) far field of fault and (b) near field of fault.</table>

Advances in Acoustics and Vibration

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Figure 6

Figure 6: Numerical Study on Energy Dissipation of Steel Moment Resisting Frames under Effect of Earthquake Vibrations 