docs: reset mitc4 formulation baseline

docs/Paper/유한요소해석법을이용한쉘구조물의동적좌굴해석/tables/chunk-003-table-001.html

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+<table><tbody><tr><th>두께</th><th>NODE</th><th>x-coord.</th><th>β</th><th>ρ</th></tr><tr><td rowspan="6">1.0</td><td>2</td><td>2.0</td><td>0.0011429</td><td>1750</td></tr><tr><td>3</td><td>10.0</td><td>0.0057143</td><td>1750</td></tr><tr><td>4</td><td>8.0</td><td>0.0045714</td><td>1750</td></tr><tr><td>6</td><td>4.0</td><td>0.0022857</td><td>1750</td></tr><tr><td>7</td><td>10.0</td><td>0.0057143</td><td>1750</td></tr><tr><td>8</td><td>8.0</td><td>0.0045714</td><td>1750</td></tr><tr><td rowspan="6">0.001</td><td>2</td><td>2.0</td><td>0.114286</td><td>17.50</td></tr><tr><td>3</td><td>10.0</td><td>0.571429</td><td>17.50</td></tr><tr><td>4</td><td>8.0</td><td>0.457143</td><td>17.50</td></tr><tr><td>6</td><td>4.0</td><td>0.228571</td><td>17.50</td></tr><tr><td>7</td><td>10.0</td><td>0.571429</td><td>17.50</td></tr><tr><td>8</td><td>8.0</td><td>0.457143</td><td>17.50</td></tr></tbody></table>

docs/Paper/유한요소해석법을이용한쉘구조물의동적좌굴해석/tables/chunk-003-table-002.html

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+<table><tbody><tr><th>두께</th><th>NODE</th><th>x-coord.</th><th>z-disp. (w)</th><th>dw/dx</th></tr><tr><td rowspan="5">1.0</td><td>2</td><td>2.0</td><td>0.000495238</td><td>2.47619E-04</td></tr><tr><td>3</td><td>10.0</td><td>0.00247619</td><td>2.47619E-04</td></tr><tr><td>4</td><td>8.0</td><td>0.00198095</td><td>2.47619E-04</td></tr><tr><td>6</td><td>4.0</td><td>0.000990476</td><td>2.47619E-04</td></tr><tr><td>7</td><td>10.0</td><td>0.00247619</td><td>2.47619E-04</td></tr><tr><td></td><td>8</td><td>8.0</td><td>0.00198095</td><td>2.47619E-04</td></tr><tr><td rowspan="6">0.001</td><td>2</td><td>2.0</td><td>0.000495238</td><td>2.47619E-04</td></tr><tr><td>3</td><td>10.0</td><td>0.00247619</td><td>2.47619E-04</td></tr><tr><td>4</td><td>8.0</td><td>0.00198095</td><td>2.47619E-04</td></tr><tr><td>6</td><td>4.0</td><td>0.000990476</td><td>2.47619E-04</td></tr><tr><td>7</td><td>10.0</td><td>0.00247619</td><td>2.47619E-04</td></tr><tr><td>8</td><td>8.0</td><td>0.00198095</td><td>2.47619E-04</td></tr></tbody></table>

docs/Paper/유한요소해석법을이용한쉘구조물의동적좌굴해석/tables/chunk-003-table-003.html

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+<table><tbody><tr><th>두께</th><th>NODE</th><th>x-<br/>coord.</th><th>α</th><th><math>\rho_{\rm l}</math></th><th>y-<br/>coord.</th><th>β</th><th><math>\rho_2</math></th></tr><tr><td rowspan="2"></td><td>2</td><td>2.0</td><td>0.00751761</td><td>266.04</td><td>2.0</td><td>0.0075345</td><td>265.45</td></tr><tr><td>4</td><td>8.0</td><td>0.03103950</td><td>257.74</td><td>3.0</td><td>0.0114079</td><td>262.98</td></tr><tr><td>1.0</td><td>6</td><td>4.0</td><td>0.01518240</td><td>263.46</td><td>7.0</td><td>0.0272324</td><td>257.05</td></tr><tr><td rowspan="2"></td><td>7</td><td>10.0</td><td>0.03767130</td><td>265.45</td><td>10.0</td><td>0.0379748</td><td>263.33</td></tr><tr><td>8</td><td>8.0</td><td>0.03104290</td><td>257.71</td><td>7.0</td><td>0.0272190</td><td>257.17</td></tr><tr><td rowspan="5">0.001</td><td>2</td><td>2.0</td><td>0.00742857</td><td>269.23</td><td>2.0</td><td>0.00742857</td><td>269.23</td></tr><tr><td>4</td><td>8.0</td><td>0.02971430</td><td>269.23</td><td>3.0</td><td>0.0111429</td><td>269.23</td></tr><tr><td>6</td><td>4.0</td><td>0.01485710</td><td>269.23</td><td>7.0</td><td>0.0260000</td><td>269.23</td></tr><tr><td>7</td><td>10.0</td><td>0.03714290</td><td>269.23</td><td>10.0</td><td>0.0371429</td><td>269.23</td></tr><tr><td>8</td><td>8.0</td><td>0.02971430</td><td>269.23</td><td>7.0</td><td>0.0260000</td><td>269.23</td></tr></tbody></table>

docs/Paper/유한요소해석법을이용한쉘구조물의동적좌굴해석/tables/chunk-003-table-004.html

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+<table><tbody><tr><th>Mesh</th><th>Exact</th><th>Present</th><th>wpresent<br/>/wexact</th><th>ABAQUS</th><th>wabaqus<br/>/wexact</th></tr><tr><td>20x20</td><td rowspan="2">1.8248E-05</td><td>1.74362E-05</td><td>0.9555</td><td>1.77866E-05</td><td>0.9747</td></tr><tr><td>30x30</td><td>1.79593E-05</td><td>0.9842</td><td>1.81676E-05</td><td>0.9956</td></tr><tr><td>40x40</td><td></td><td>1.81878E-05</td><td>0.9967</td><td>1.82150E-05</td><td>0.9982</td></tr></tbody></table>

docs/Paper/유한요소해석법을이용한쉘구조물의동적좌굴해석/tables/chunk-003-table-005.html

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+<table><tbody><tr><th>Node/side</th><th>Exact</th><th>Present</th><th>wpresent<br/>/wexact</th><th>ABAQUS</th><th>wabaqus<br/>/wexact</th></tr><tr><td>9</td><td></td><td>0.0888439</td><td>0.9615</td><td>0.0941153</td><td>1.0186</td></tr><tr><td>17</td><td rowspan="2">0.0924</td><td>0.0919091</td><td>0.9947</td><td>0.0933083</td><td>1.0098</td></tr><tr><td>25</td><td>0.0921386</td><td>0.9972</td><td>0.0928799</td><td>1.0052</td></tr></tbody></table>

docs/Paper/유한요소해석법을이용한쉘구조물의동적좌굴해석/tables/table-001.html

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+<table><tbody><tr><th>두께</th><th>NODE</th><th>x-coord.</th><th>β</th><th>ρ</th></tr><tr><td rowspan="6">1.0</td><td>2</td><td>2.0</td><td>0.0011429</td><td>1750</td></tr><tr><td>3</td><td>10.0</td><td>0.0057143</td><td>1750</td></tr><tr><td>4</td><td>8.0</td><td>0.0045714</td><td>1750</td></tr><tr><td>6</td><td>4.0</td><td>0.0022857</td><td>1750</td></tr><tr><td>7</td><td>10.0</td><td>0.0057143</td><td>1750</td></tr><tr><td>8</td><td>8.0</td><td>0.0045714</td><td>1750</td></tr><tr><td rowspan="6">0.001</td><td>2</td><td>2.0</td><td>0.114286</td><td>17.50</td></tr><tr><td>3</td><td>10.0</td><td>0.571429</td><td>17.50</td></tr><tr><td>4</td><td>8.0</td><td>0.457143</td><td>17.50</td></tr><tr><td>6</td><td>4.0</td><td>0.228571</td><td>17.50</td></tr><tr><td>7</td><td>10.0</td><td>0.571429</td><td>17.50</td></tr><tr><td>8</td><td>8.0</td><td>0.457143</td><td>17.50</td></tr></tbody></table>

docs/Paper/유한요소해석법을이용한쉘구조물의동적좌굴해석/tables/table-002.html

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+<table><tbody><tr><th>두께</th><th>NODE</th><th>x-coord.</th><th>z-disp. (w)</th><th>dw/dx</th></tr><tr><td rowspan="5">1.0</td><td>2</td><td>2.0</td><td>0.000495238</td><td>2.47619E-04</td></tr><tr><td>3</td><td>10.0</td><td>0.00247619</td><td>2.47619E-04</td></tr><tr><td>4</td><td>8.0</td><td>0.00198095</td><td>2.47619E-04</td></tr><tr><td>6</td><td>4.0</td><td>0.000990476</td><td>2.47619E-04</td></tr><tr><td>7</td><td>10.0</td><td>0.00247619</td><td>2.47619E-04</td></tr><tr><td></td><td>8</td><td>8.0</td><td>0.00198095</td><td>2.47619E-04</td></tr><tr><td rowspan="6">0.001</td><td>2</td><td>2.0</td><td>0.000495238</td><td>2.47619E-04</td></tr><tr><td>3</td><td>10.0</td><td>0.00247619</td><td>2.47619E-04</td></tr><tr><td>4</td><td>8.0</td><td>0.00198095</td><td>2.47619E-04</td></tr><tr><td>6</td><td>4.0</td><td>0.000990476</td><td>2.47619E-04</td></tr><tr><td>7</td><td>10.0</td><td>0.00247619</td><td>2.47619E-04</td></tr><tr><td>8</td><td>8.0</td><td>0.00198095</td><td>2.47619E-04</td></tr></tbody></table>

docs/Paper/유한요소해석법을이용한쉘구조물의동적좌굴해석/tables/table-003.html

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+<table><tbody><tr><th>두께</th><th>NODE</th><th>x-<br/>coord.</th><th>α</th><th><math>\rho_{\rm l}</math></th><th>y-<br/>coord.</th><th>β</th><th><math>\rho_2</math></th></tr><tr><td rowspan="2"></td><td>2</td><td>2.0</td><td>0.00751761</td><td>266.04</td><td>2.0</td><td>0.0075345</td><td>265.45</td></tr><tr><td>4</td><td>8.0</td><td>0.03103950</td><td>257.74</td><td>3.0</td><td>0.0114079</td><td>262.98</td></tr><tr><td>1.0</td><td>6</td><td>4.0</td><td>0.01518240</td><td>263.46</td><td>7.0</td><td>0.0272324</td><td>257.05</td></tr><tr><td rowspan="2"></td><td>7</td><td>10.0</td><td>0.03767130</td><td>265.45</td><td>10.0</td><td>0.0379748</td><td>263.33</td></tr><tr><td>8</td><td>8.0</td><td>0.03104290</td><td>257.71</td><td>7.0</td><td>0.0272190</td><td>257.17</td></tr><tr><td rowspan="5">0.001</td><td>2</td><td>2.0</td><td>0.00742857</td><td>269.23</td><td>2.0</td><td>0.00742857</td><td>269.23</td></tr><tr><td>4</td><td>8.0</td><td>0.02971430</td><td>269.23</td><td>3.0</td><td>0.0111429</td><td>269.23</td></tr><tr><td>6</td><td>4.0</td><td>0.01485710</td><td>269.23</td><td>7.0</td><td>0.0260000</td><td>269.23</td></tr><tr><td>7</td><td>10.0</td><td>0.03714290</td><td>269.23</td><td>10.0</td><td>0.0371429</td><td>269.23</td></tr><tr><td>8</td><td>8.0</td><td>0.02971430</td><td>269.23</td><td>7.0</td><td>0.0260000</td><td>269.23</td></tr></tbody></table>

docs/Paper/유한요소해석법을이용한쉘구조물의동적좌굴해석/tables/table-004.html

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+<table><tbody><tr><th>Mesh</th><th>Exact</th><th>Present</th><th>wpresent<br/>/wexact</th><th>ABAQUS</th><th>wabaqus<br/>/wexact</th></tr><tr><td>20x20</td><td rowspan="2">1.8248E-05</td><td>1.74362E-05</td><td>0.9555</td><td>1.77866E-05</td><td>0.9747</td></tr><tr><td>30x30</td><td>1.79593E-05</td><td>0.9842</td><td>1.81676E-05</td><td>0.9956</td></tr><tr><td>40x40</td><td></td><td>1.81878E-05</td><td>0.9967</td><td>1.82150E-05</td><td>0.9982</td></tr></tbody></table>

docs/Paper/유한요소해석법을이용한쉘구조물의동적좌굴해석/tables/table-005.html

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+<table><tbody><tr><th>Node/side</th><th>Exact</th><th>Present</th><th>wpresent<br/>/wexact</th><th>ABAQUS</th><th>wabaqus<br/>/wexact</th></tr><tr><td>9</td><td></td><td>0.0888439</td><td>0.9615</td><td>0.0941153</td><td>1.0186</td></tr><tr><td>17</td><td rowspan="2">0.0924</td><td>0.0919091</td><td>0.9947</td><td>0.0933083</td><td>1.0098</td></tr><tr><td>25</td><td>0.0921386</td><td>0.9972</td><td>0.0928799</td><td>1.0052</td></tr></tbody></table>