Dynamic Amplification Factor of Shear Force on Bridge Columns under Impact Load

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Boundary condition of bridge columns</td><td class="align_center">Mathematical expressions</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">F-F</td><td class="align_center"><span style="width: 174.635ptpx;"><svg height="12.7178pt" id="M49" style="vertical-align:-3.42947pt" version="1.1" viewbox="-0.0498162 -9.28833 174.635 12.7178" width="174.635pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M640 650H413L406 622L438 617C475 611 483 605 463 571C422 503 346 400 296 333C264 403 215 529 199 575C189 604 191 614 228 618L262 622L271 650H30L23 622C90 615 97 609 119 553L212 321C222 295 223 285 218 259L193 127C176 39 167 33 82 28L76 0H350L356 28C266 36 257 40 275 127L303 266C308 290 314 302 328 322C396 418 454 493 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<div>Boundary conditions of bridge columns.</div>

Shock and Vibration

tab1

Table 1

Table 1: Dynamic Amplification Factor of Shear Force on Bridge Columns under Impact Load 