Design Criterion and a Technical Approach for the Controlled Seismic Behavior of Continuous Girder Bridges

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Maximum shear/shear capacity</td><td class="align_center">Maximum bending moment/bending capacity</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">i</td><td class="align_center">0.17</td><td class="align_center">0.23</td></tr><tr><td class="align_left">ii</td><td class="align_center">0.28</td><td class="align_center">0.27</td></tr><tr><td class="align_left">iii</td><td class="align_center">0.36</td><td class="align_center">0.47</td></tr><tr><td class="align_left">iv</td><td class="align_center">0.51</td><td class="align_center">0.67</td></tr><tr><td class="align_left">v</td><td class="align_center">0.91</td><td class="align_center">1.33</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Response of force of brake pier for the five cases.</div>

Shock and Vibration

tab6

Table 6

Table 6: Design Criterion and a Technical Approach for the Controlled Seismic Behavior of Continuous Girder Bridges 