Novel Crashworthy Device for Pier Protection from Barge Impact

<div>Time histories of cap displacement corresponding to different beam unit numbers (a) and maximum cap displacement <svg height="15.9049pt" id="M89" style="vertical-align:-6.01701pt" version="1.1" viewbox="-0.0498162 -9.88789 26.6874 15.9049" width="26.6874pt" 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="M743 375C743 570 607 650 407 650H136L130 622C214 612 220 606 204 526L125 122C110 43 105 36 24 27L17 0H250C382 0 482 23 571 76C680 141 743 248 743 375ZM644 379C644 188 520 36 305 36C277 36 249 38 229 46C205 55 202 71 212 126L293 553C300 588 306 600 317 606C330 613 356 617 390 617C547 617 644 537 644 379Z" id="g113-69"></path></g><g transform="matrix(.0091,0,0,-0.0091,9.958,-5.741)"><path d="M810 0V30C751 35 744 40 744 106V296C744 396 694 451 614 451C583 451 558 438 537 425C512 409 485 391 454 368C434 420 390 451 342 451C309 451 285 439 260 424C228 405 206 387 185 372V453C141 434 90 421 43 413V386C102 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Advances in Civil Engineering

Novel Crashworthy Device for Pier Protection from Barge Impact

Figure 15