Study on Aseismic Characteristics of Tibetan Ancient Timber Structure

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/8186768/figures/8186768.fig.0015a.svgz" name="8186768.fig.0015a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Acceleration responses of Nodes 2644 and 2921 under El-Centro wave with acceleration peak value 70 gal</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/8186768/figures/8186768.fig.0015b.svgz" name="8186768.fig.0015b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Acceleration responses of Nodes 2644 and 2921 under El-Centro wave with acceleration peak value 400 gal</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/8186768/figures/8186768.fig.0015c.svgz" name="8186768.fig.0015c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Acceleration responses of Node 2798 in the two FEMs under El-Centro wave with acceleration peak value 70 gal</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/8186768/figures/8186768.fig.0015d.svgz" name="8186768.fig.0015d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Acceleration responses of Node 2798 in the two FEMs under El-Centro wave with acceleration peak value 400 gal</td></tr><tr class="fig-image" id="e"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/8186768/figures/8186768.fig.0015e.svgz" name="8186768.fig.0015e" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(e) </b>Acceleration responses of Node 2920 in the two FEMs under El-Centro wave with acceleration peak value 70 gal</td></tr><tr class="fig-image" id="f"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/8186768/figures/8186768.fig.0015f.svgz" name="8186768.fig.0015f" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(f) </b>Acceleration responses of Node 2920 in the two FEMs under El-Centro wave with acceleration peak value 400 gal</td></tr></table>

<div>Acceleration responses at the selected points under El-Centro seismic waves.</div>

Advances in Materials Science and Engineering

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Figure 15

Figure 15: Study on Aseismic Characteristics of Tibetan Ancient Timber Structure 