Analysis of Span-Directional Coherence Function and Buffeting Response of a Long-Span Natural Gas Pipeline Suspension Bridge under a Turbulent Wind Field

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Geometric parameter</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Span</td><td class="align_center">360 m</td></tr><tr><td class="align_left">Deck width</td><td class="align_center">2.68 m</td></tr><tr><td class="align_left">Lateral bridge spacing of main cable</td><td class="align_center">2.4 m</td></tr><tr><td class="align_left">Main cable diameter</td><td class="align_center">0.118 m</td></tr><tr><td class="align_left">Cable tower height</td><td class="align_center">40 m</td></tr><tr><td class="align_left">Stiffening beam height</td><td class="align_center">0.18 m</td></tr><tr><td class="align_left">Rise span ratio</td><td class="align_center">1 : 10</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Real bridge geometric parameters of the full bridge aeroelastic model.</div>

Journal of Sensors

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Table 4

Table 4: Analysis of Span-Directional Coherence Function and Buffeting Response of a Long-Span Natural Gas Pipeline Suspension Bridge under a Turbulent Wind Field 

Table 4 | Analysis of Span-Directional Coherence Function and Buffeting Response of a Long-Span Natural Gas Pipeline Suspension Bridge under a Turbulent Wind Field 