Numerical Evaluation of the Behavior of Steel Frames with Gypsum Board Infill Walls

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Model name</td><td class="align_center">Infill wall thickness (cm)</td><td class="align_center">Fiber</td><td class="align_center">Local strengthening</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">M-1</td><td class="align_center">3</td><td class="align_center"><object data="https://static-preview.hindawi.com/articles/ace/volume-2019/6846139/figures/6846139.tab-inline.001.svgz" name="6846139.tab-inline.001" type="image/svg+xml"></object></td><td class="align_center"><object data="https://static-preview.hindawi.com/articles/ace/volume-2019/6846139/figures/6846139.tab-inline.001.svgz" name="6846139.tab-inline.001" type="image/svg+xml"></object></td></tr><tr><td class="align_left">M-2</td><td class="align_center">3</td><td class="align_center"><object data="https://static-preview.hindawi.com/articles/ace/volume-2019/6846139/figures/6846139.tab-inline.002.svgz" name="6846139.tab-inline.002" type="image/svg+xml"></object></td><td class="align_center"><object data="https://static-preview.hindawi.com/articles/ace/volume-2019/6846139/figures/6846139.tab-inline.001.svgz" name="6846139.tab-inline.001" type="image/svg+xml"></object></td></tr><tr><td class="align_left">M-3</td><td class="align_center">9</td><td class="align_center"><object data="https://static-preview.hindawi.com/articles/ace/volume-2019/6846139/figures/6846139.tab-inline.002.svgz" name="6846139.tab-inline.002" type="image/svg+xml"></object></td><td class="align_center"><object data="https://static-preview.hindawi.com/articles/ace/volume-2019/6846139/figures/6846139.tab-inline.001.svgz" name="6846139.tab-inline.001" type="image/svg+xml"></object></td></tr><tr><td class="align_left">M-4</td><td class="align_center">9</td><td class="align_center"><object data="https://static-preview.hindawi.com/articles/ace/volume-2019/6846139/figures/6846139.tab-inline.002.svgz" name="6846139.tab-inline.002" type="image/svg+xml"></object></td><td class="align_center"><object data="https://static-preview.hindawi.com/articles/ace/volume-2019/6846139/figures/6846139.tab-inline.002.svgz" name="6846139.tab-inline.002" type="image/svg+xml"></object></td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Characteristics of the models.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Numerical Evaluation of the Behavior of Steel Frames with Gypsum Board Infill Walls 