Numerical Theoretical Study on Mechanical Properties of New Reinforced Tenon Precast Shear Walls

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Specimen</td><td class="align_center">Numerical results</td><td class="align_center">Calculated value</td><td class="align_center" rowspan="2">Error (%)</td></tr><tr class="thead"><td class="align_center"><svg height="11.927pt" id="M82" style="vertical-align:-3.291101pt" version="1.1" viewbox="-0.0498162 -8.6359 15.7395 11.927" width="15.7395pt" 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="M697 650H468L461 623L492 619C539 613 547 605 518 546C481 471 367 264 278 116H276C239 278 197 500 186 567C180 604 185 613 226 619L252 623L260 650H24L17 623C78 617 92 613 108 533L216 -11H247C365 200 515 462 560 529C616 612 624 615 689 623L697 650Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,7.332,3.132)"><path d="M870 650H622L613 619C694 615 708 606 708 559C708 531 702 477 686 396L636 136H633L281 650H127L120 619C180 616 198 611 212 592C227 572 232 558 220 503L166 254C148 169 139 131 126 89C112 43 85 35 33 32L24 0H280L286 32C208 37 189 44 189 93C189 124 198 179 212 250L267 526H271L622 -8H655L732 396C747 477 762 532 770 556C785 600 798 616 862 619L870 650Z"></path></g></svg> (kN)</td><td class="align_center"><svg height="11.927pt" id="M83" style="vertical-align:-3.291101pt" version="1.1" viewbox="-0.0498162 -8.6359 14.141 11.927" width="14.141pt" 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="M697 650H468L461 623L492 619C539 613 547 605 518 546C481 471 367 264 278 116H276C239 278 197 500 186 567C180 604 185 613 226 619L252 623L260 650H24L17 623C78 617 92 613 108 533L216 -11H247C365 200 515 462 560 529C616 612 624 615 689 623L697 650Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,7.332,3.132)"><path d="M690 629C653 643 577 667 483 667C225 667 24 528 24 292C24 92 174 -17 367 -17C448 -17 534 1 570 10C592 34 642 131 658 174C648 180 639 186 629 192C562 89 499 21 382 21C223 21 130 138 130 298C130 467 255 627 462 627C582 627 643 589 650 462L686 466C689 517 688 580 690 629Z"></path></g></svg> (kN)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">TSW1</td><td class="align_center">1006</td><td class="align_center">948.5</td><td class="align_center">5.7</td></tr><tr><td class="align_left">TSW2</td><td class="align_center">634.7</td><td class="align_center">632.3</td><td class="align_center">0.4</td></tr><tr><td class="align_left">TSW3</td><td class="align_center">554.5</td><td class="align_center">474.3</td><td class="align_center">14.5</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of numerical simulation and calculation results.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Numerical Theoretical Study on Mechanical Properties of New Reinforced Tenon Precast Shear Walls 