Parameter Identification of Frame Structures by considering Shear Deformation

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Method</td><td class="align_center">Shape A</td><td class="align_center">Shape B</td><td class="align_center">Shape C</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Euler–Bernoulli</td><td class="align_center">4.21%</td><td class="align_center">6.54%</td><td class="align_center">9.30%</td></tr><tr><td class="align_left">Timoshenko</td><td class="align_center">0.88%</td><td class="align_center">0.81%</td><td class="align_center">1.51%</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

International Journal of Distributed Sensor Networks

tab2

Table 2

Table 2: Parameter Identification of Frame Structures by considering Shear Deformation 