Seismic Analysis of Connections of Buried Continuous Pipelines

<table class="table-group" id="tab14"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Case</td><td class="align_center">Influence coefficients (<i>δ</i>)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Case K-1</td><td class="align_center">2.14, 2.16, 2.18, 2.21</td></tr><tr><td class="align_left">Case K-2</td><td class="align_center">2.10, 2.16, 2.09</td></tr><tr><td class="align_left">Case K-3</td><td class="align_center">2.10, 2.16, 2.19</td></tr><tr><td class="align_left">Case K-4</td><td class="align_center">1.72, 2.16, 3.19</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Influence coefficients of K-shaped connection in different cases.</div>

Advances in Civil Engineering

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Table 14

Table 14: Seismic Analysis of Connections of Buried Continuous Pipelines 