[Retracted] Electrochemical Mechanical Properties of Beam-Column Joints of Building Steel Structures under Impact Loads

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter type</td><td class="align_center">CFST column</td><td class="align_center">Steel pipe column</td><td class="align_center">CFST beam</td><td class="align_center">Steel beam</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">String bearing load pressure value (KN)</td><td class="align_center">357.0</td><td class="align_center">369.9</td><td class="align_center">—</td><td class="align_center">—</td></tr><tr><td class="align_left">Cross-section bending stiffness value (N∙mm<sup>2</sup>)</td><td class="align_center"><span style="width: 57.257ptpx;"><svg height="11.9413pt" id="M5" style="vertical-align:-0.3499002pt" version="1.1" viewbox="-0.0498162 -11.5914 57.257 11.9413" width="57.257pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g 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transform="matrix(.013,0,0,-0.013,35.127,0)"><path d="M384 0V27C293 34 287 42 287 114V635C232 613 172 594 109 583V559L157 557C201 555 205 550 205 499V114C205 42 199 34 109 27V0H384Z"></path></g><g transform="matrix(.013,0,0,-0.013,41.367,0)"><path d="M241 635C89 635 35 457 35 312C35 153 89 -12 240 -12C390 -12 443 166 443 312C443 466 390 635 241 635ZM238 602C329 602 354 454 354 312C354 172 330 22 240 22C152 22 124 173 124 313S148 602 238 602Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,47.654,-5.741)"><path d="M389 0V32C297 38 291 46 291 118V635C234 613 175 595 109 583V556L161 554C203 552 207 547 207 497V118C207 46 201 38 110 32V0H389Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,52.086,-5.741)"><path d="M290 377C321 398 342 415 358 430C378 450 389 473 389 502C389 578 329 635 238 635H237C184 635 137 610 109 578L64 515L88 493C112 529 154 573 208 573S303 542 303 482C303 409 233 370 141 341L149 308C165 313 190 319 215 319C272 319 341 283 341 193C342 98 292 43 222 43C163 43 122 72 96 94C88 101 79 100 70 94C61 87 47 73 46 60C44 47 48 37 62 23C76 10 118 -12 165 -12C238 -12 430 62 430 223C430 297 379 359 290 375V377Z"></path></g></svg></span></td><td class="align_center">—</td><td class="align_center">—</td></tr><tr><td class="align_left">Bending resistance value (kN∙m)</td><td class="align_center">—</td><td class="align_center">—</td><td class="align_center">129</td><td class="align_center">121.0</td></tr><tr><td class="align_left">Resistance to bending stiffness value (N∙mm<sup>2</sup>)</td><td class="align_center">—</td><td class="align_center">—</td><td class="align_center"><span style="width: 57.257ptpx;"><svg height="11.9413pt" id="M7" style="vertical-align:-0.3499002pt" version="1.1" viewbox="-0.0498162 -11.5914 57.257 11.9413" width="57.257pt" 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="M137 343C167 482 260 545 321 574C357 591 397 603 429 609L423 641C382 634 335 622 295 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Journal of Chemistry

tab1

Table 1

Table 1: [Retracted] Electrochemical Mechanical Properties of Beam-Column Joints of Building Steel Structures under Impact Loads 