Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Connection mode</td><td class="align_center">Acceleration, <i>a</i><sub><i>m</i></sub></td><td class="align_center">Waveform</td><td class="align_center">Shaking frequency, <i>f</i></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">PRF</td><td class="align_center" rowspan="3"><span style="width: 113.751ptpx;"><svg height="11.7782pt" id="M12" style="vertical-align:-3.42938pt" version="1.1" viewbox="-0.0498162 -8.34882 113.751 11.7782" width="113.751pt" 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="M483 97L471 123C436 91 401 65 392 65C388 65 384 74 390 106C414 239 444 378 457 429L455 433C444 433 429 436 416 439C392 444 368 448 344 448C281 448 204 415 152 376C71 315 23 205 23 103C23 21 57 -12 85 -12C114 -12 149 6 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class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Shock and Vibration

tab4

Table 4

Table 4: Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition 