Time-Frequency Characteristics of Ground Motion and Seismic Response Analysis of Typical Structures in the Yangbi Earthquake in Yunnan Province

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Pier</td><td class="align_center">E1</td><td class="align_center">E2</td><td class="align_center">Conversion response spectrum</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Pier top</td><td class="align_center">53290.7</td><td class="align_center">104141.3</td><td class="align_center">56216.8</td></tr><tr><td class="align_left">Pier bottom</td><td class="align_center">30877.6</td><td class="align_center">43904.3</td><td class="align_center">48833.0</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Bending moment of pier (unit: kN m).</div>

Advances in Civil Engineering

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Table 4

Table 4: Time-Frequency Characteristics of Ground Motion and Seismic Response Analysis of Typical Structures in the Yangbi Earthquake in Yunnan Province 

Table 4 | Time-Frequency Characteristics of Ground Motion and Seismic Response Analysis of Typical Structures in the Yangbi Earthquake in Yunnan Province 