Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Ground motion</td><td class="align_center">ElCentro</td><td class="align_center">Taft</td><td class="align_center">Northridge</td><td class="align_center">Kobe</td><td class="align_center">San Fernando</td><td class="align_center">Tianjin</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Scale factors</td><td class="align_center">1.17</td><td class="align_center">2.62</td><td class="align_center">4.75</td><td class="align_center">4.80</td><td class="align_center">1.91</td><td class="align_center">2.74</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Scale factors used to scale the ground motions.</div>

Shock and Vibration

tab2

Table 2

Table 2: Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System 