<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_46.html"><img src="thumbnails/s46.jpg" width="180" height="121" border="0" hspace="14" vspace="0" alt="Examples of complex aluminum extrusions"></a></td> <td width="208"><a href="pages/page_47.html"><img src="thumbnails/s47.jpg" width="108" height="180" border="0" hspace="14" vspace="0" alt="Buckling modes from tests"></a></td> <td width="208"><a href="pages/page_48.html"><img src="thumbnails/s48.jpg" width="112" height="180" border="0" hspace="14" vspace="0" alt="Buckling modes from finite element models"></a></td> <td width="208"><a href="pages/page_49.html"><img src="thumbnails/s49.jpg" width="180" height="158" border="0" hspace="14" vspace="0" alt="Primary and secondary buckling of a column with an I cross section"></a></td> <td width="208"><a href="pages/page_50.html"><img src="thumbnails/s50.jpg" width="170" height="180" border="0" hspace="14" vspace="0" alt="Some buckling modes for two prismatic structures"></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">Examples of complex aluminum extrusions</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling modes from tests</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling modes from finite element models</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Primary and secondary buckling of a column with an I cross section</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Some buckling modes for two prismatic structures</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_51.html"><img src="thumbnails/s51.jpg" width="140" height="180" border="0" hspace="14" vspace="0" alt="Buckling modes of an axially compressed lipped channel"></a></td> <td width="208"><a href="pages/page_52.html"><img src="thumbnails/s52.jpg" width="180" height="135" border="0" hspace="14" vspace="0" alt="Various types of buckling of a thin-walled column"></a></td> <td width="208"><a href="pages/page_53.html"><img src="thumbnails/s53.jpg" width="180" height="124" border="0" hspace="14" vspace="0" alt="Buckling modes of channel column versus length of column"></a></td> <td width="208"><a href="pages/page_54.html"><img src="thumbnails/s54.jpg" width="180" height="58" border="0" hspace="14" vspace="0" alt="Combined Distortional-Local Buckling of an axially compressed channel column"></a></td> <td width="208"><a href="pages/page_55.html"><img src="thumbnails/s55.jpg" width="180" height="85" border="0" hspace="14" vspace="0" alt="Elastic-plastic buckling and post-buckling of axially compressed column with lipped channel cross section"></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">Buckling modes of an axially compressed lipped channel</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Various types of buckling of a thin-walled column</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling modes of channel column versus length of column</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Combined Distortional-Local Buckling of an axially compressed channel column</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Elastic-plastic buckling and post-buckling of axially compressed column with lipped channel cross section</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_56.html"><img src="thumbnails/s56.jpg" width="180" height="42" border="0" hspace="14" vspace="0" alt="Various buckling modes of axially compressed "stiffened" lipped channel"></a></td> <td width="208"><a href="pages/page_57.html"><img src="thumbnails/s57.jpg" width="180" height="79" border="0" hspace="14" vspace="0" alt="Steel lipped channel stud embedded in wall subjected to fire"></a></td> <td width="208"><a href="pages/page_58.html"><img src="thumbnails/s58.jpg" width="157" height="180" border="0" hspace="14" vspace="0" alt="Buckling of axially compressed steel columns"></a></td> <td width="208"><a href="pages/page_59.html"><img src="thumbnails/s59.jpg" width="126" height="180" border="0" hspace="14" vspace="0" alt="Local buckling of axially compressed octagonal concrete-filled steel stub column"></a></td> <td width="208"><a href="pages/page_60.html"><img src="thumbnails/s60.jpg" width="180" height="138" border="0" hspace="14" vspace="0" alt="Buckling of "hollow" square steel concrete-filled column under axial compression"></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">Various buckling modes of axially compressed "stiffened" lipped channel</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Steel lipped channel stud embedded in wall subjected to fire</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of axially compressed steel columns</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local buckling of axially compressed octagonal concrete-filled steel stub column</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of "hollow" square steel concrete-filled column under axial compression</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

prismatic shells

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Sunday, December 27, 2020