A Parametric Study of Nonlinear Seismic Response Analysis of Transmission Line Structures

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td align="left">Layer</td><td align="center">Case 1</td><td align="center">Case 2</td><td align="center">Case 3</td><td align="center">Case 4</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td align="left">①</td><td align="center">13.98</td><td align="center">22.97</td><td align="center">23.21</td><td align="center">23.91</td></tr><tr><td align="left">②</td><td align="center">95.51</td><td align="center">142.80</td><td align="center">143.12</td><td align="center">143.79</td></tr><tr><td align="left">③</td><td align="center">95.52</td><td align="center">143.13</td><td align="center">143.77</td><td align="center">144.22</td></tr><tr><td align="left">④</td><td align="center">95.20</td><td align="center">143.01</td><td align="center">143.63</td><td align="center">143.91</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Tension forces of the cables under different degrees of the coherence (kN).

The Scientific World Journal

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Table 3

Table 3: A Parametric Study of Nonlinear Seismic Response Analysis of Transmission Line Structures 