Deterministic and Probabilistic Serviceability Assessment of Footbridge Vibrations due to a Single Walker Crossing

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366 422 352 422C321 422 280 413 255 407C218 413 192 448 192 493C192 544 229 588 266 610C309 610 354 615 376 623C397 631 425 651 425 682Z" id="g113-236"></path></g><g transform="matrix(.0091,0,0,-0.0091,5.499,3.132)"><path d="M567 167L534 181C505 122 482 94 454 70C428 46 385 42 330 42C288 42 248 44 235 55C216 70 213 91 220 130L295 528C310 609 314 611 401 618L409 650H140L131 618C222 611 224 609 209 528L133 126C118 47 108 41 25 33L18 0H497C514 33 554 126 567 167Z" id="g50-77"></path></g></svg> numerically evaluated using the solution of Abu-Hilal and Mohsen [<a href="/journals/sv/2018/1917629/#B75">74</a>].</div>

Shock and Vibration

fig8

Figure 8

Figure 8: Deterministic and Probabilistic Serviceability Assessment of Footbridge Vibrations due to a Single Walker Crossing 