<table cellspacing="0" cellpadding="0" border="0"> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="208"><a href="pages/page_211.html"><img src="thumbnails/s211.jpg" width="180" height="160" border="0" hspace="14" vspace="0" alt="An energy-absorbing structure: "Crash box""></a></td> <td width="208"><a href="pages/page_212.html"><img src="thumbnails/s212.jpg" width="180" height="66" border="0" hspace="14" vspace="0" alt="Cellular NPR filler for the craxh box shown in the previous image"></a></td> <td width="208"><a href="pages/page_213.html"><img src="thumbnails/s213.jpg" width="179" height="89" border="0" hspace="14" vspace="0" alt="Finite element model of (a) the NPR filler and (b) as installed in the crash box"></a></td> <td width="208"><a href="pages/page_214.html"><img src="thumbnails/s214.jpg" width="180" height="123" border="0" hspace="14" vspace="0" alt="Crushing of three types of cras boxes at three times, t"></a></td> <td width="208"><a href="pages/page_215.html"><img src="thumbnails/s215.jpg" width="180" height="117" border="0" hspace="14" vspace="0" alt="Optimization of a shell-supported footbridge"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">An energy-absorbing structure: "Crash box"</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Cellular NPR filler for the craxh box shown in the previous image</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Finite element model of (a) the NPR filler and (b) as installed in the crash box</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Crushing of three types of cras boxes at three times, t</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Optimization of a shell-supported footbridge</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="208"><a href="pages/page_216.html"><img src="thumbnails/s216.jpg" width="180" height="86" border="0" hspace="14" vspace="0" alt="U-shaped-steel-concrete composite hollow waffle slab"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">U-shaped-steel-concrete composite hollow waffle slab</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

compound structures

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Sunday, December 27, 2020