Dynamic Behavior of Tied-Arch Bridges under the Action of Moving Loads

<div>Dynamic amplification factors for girder vertical displacement (<svg height="14.3032pt" id="M90" style="vertical-align:-0.04990005pt" version="1.1" viewbox="-0.0498162 -14.2533 22.2465 14.3032" width="22.2465pt" 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="M488 658H270V630C328 626 335 619 335 579C217 574 44 509 44 330C44 147 221 88 335 86C335 38 328 32 265 28V0H488V28C425 32 418 38 418 86C534 88 710 153 710 337C710 517 538 575 418 579C418 619 425 626 488 630V658ZM335 118C249 124 136 180 136 337C136 490 251 543 335 547V118ZM418 547C502 543 618 491 618 333S503 124 418 118V547Z" id="g113-150"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="754" vert-adv-y="754"></glyph.data></g><g transform="matrix(.0091,0,0,-0.0091,9.802,-5.741)"><path d="M757 650H506L497 618C579 615 596 608 596 570S591 477 571 380L560 327C516 117 435 41 309 41C199 41 108 114 144 303L187 529C202 609 208 612 291 618L296 650H30L24 618C109 612 113 606 99 529L58 299C33 161 62 83 113 41C161 0 222 -17 283 -17C348 -17 417 3 470 48C546 111 584 203 603 311L615 380C631 474 647 531 658 567C667 599 672 616 750 618L757 650Z" id="g50-86"></path><glyph.data ascent="3443" descent="-2856" horiz-adv-x="769" vert-adv-y="769"></glyph.data></g><g transform="matrix(.0065,0,0,-0.0065,16.511,-9.852)"><path d="M730 298H455L443 264C569 254 562 249 552 184L540 102C533 51 472 30 396 30C237 30 133 134 133 299C133 486 255 624 469 624C595 624 660 578 659 452L700 457C703 537 706 605 710 631C671 642 598 667 498 667C200 667 25 497 25 288C25 95 174 -17 375 -17C471 -17 553 13 626 30C622 44 621 68 629 111L643 184C656 253 660 254 723 265L730 298Z" id="g176-72"></path><glyph.data ascent="3439" descent="-2858" horiz-adv-x="742" vert-adv-y="742"></glyph.data></g><g transform="matrix(.0065,0,0,-0.0065,15.917,-3.156)"><path d="M436 222C436 297 385 359 295 376V378C320 391 343 407 363 428S394 474 394 501C394 578 333 635 239 635C186 635 138 610 110 577L63 514L91 490C114 525 158 571 211 571C266 571 306 541 306 483C306 411 234 371 141 343L151 306C167 311 192 317 219 317C276 317 344 282 344 194C346 102 296 46 227 46C166 46 125 76 99 97C91 104 81 103 71 97C62 90 47 75 46 62C44 50 48 39 62 26C77 10 120 -12 168 -12C242 -12 436 62 436 222Z" id="g176-52"></path><glyph.data ascent="3439" descent="-2858" horiz-adv-x="494" vert-adv-y="494"></glyph.data></g></svg>) versus normalized speed parameter <svg height="11.5564pt" id="M91" style="vertical-align:-2.26807pt" version="1.1" viewbox="-0.0498162 -9.28833 15.8886 11.5564" width="15.8886pt" 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="M300 -147C201 -63 143 98 143 270S200 602 300 686L282 710C136 610 70 450 70 271V270C70 89 136 -72 282 -170L300 -147Z" id="g113-41"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="346" vert-adv-y="346"></glyph.data></g><g transform="matrix(.013,0,0,-0.013,4.498,0)"><path d="M501 444C501 643 409 712 321 712C208 712 108 618 108 502C108 412 172 331 293 331C337 331 394 359 420 378C397 154 341 41 258 41C209 41 178 76 178 161C178 232 171 299 114 299C76 299 38 272 23 257L29 232C42 236 54 239 66 239C91 239 106 221 102 149C95 20 158 -12 219 -12C264 -12 314 10 353 47C461 150 501 295 501 444ZM423 443C423 433 422 422 421 412C401 396 370 385 335 385C245 385 180 444 180 537C180 609 212 671 286 671C349 671 423 595 423 443Z" id="g113-248"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="518" vert-adv-y="518"></glyph.data></g><g transform="matrix(.013,0,0,-0.013,11.233,0)"><path d="M275 270C275 450 212 609 64 710L45 686C145 604 203 442 203 270S147 -63 45 -147L64 -170C213 -68 275 89 275 270Z" id="g113-42"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="346" vert-adv-y="346"></glyph.data></g></svg>.</div>

Mathematical Problems in Engineering

fig5

Figure 5

Figure 5: Dynamic Behavior of Tied-Arch Bridges under the Action of Moving Loads 