<table cellspacing="0" cellpadding="0" border="0"> <tr><td height="14"></td></tr> <tr align="center" valign="middle"> <td width="188"><a href="pages/page_11.html"><img src="thumbnails/s11.jpg" width="106" height="159" border="0" hspace="14" vspace="0" alt="Buckled axially compressed thin cylindrical shell with a rectangular cut-out"></a></td> <td width="188"><a href="pages/page_12.html"><img src="thumbnails/s12.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="Post-buckling of a stiffened shear panel as analyzed by the STAGS computer program"></a></td> <td width="188"><a href="pages/page_13.html"><img src="thumbnails/s13.jpg" width="114" height="160" border="0" hspace="14" vspace="0" alt="David Bushnell (2007)"></a></td> <td width="188"><a href="pages/page_14.html"><img src="thumbnails/s14.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="STAGS model of general buckling of a ring and stringer stiffened axially compressed cylindrical shell previously optimized by PANDA2"></a></td> <td width="188"><a href="pages/page_15.html"><img src="thumbnails/s15.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="End views of two adjacent buckling modes of a ring and stringer stiffened axially compressed cylindrical shell"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckled axially compressed thin cylindrical shell with a rectangular cut-out</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Post-buckling of a stiffened shear panel as analyzed by the STAGS computer program</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">David Bushnell (2007)</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">STAGS model of general buckling of a ring and stringer stiffened axially compressed cylindrical shell previously optimized by PANDA2</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">End views of two adjacent buckling modes of a ring and stringer stiffened axially compressed cylindrical shell</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="188"><a href="pages/page_16.html"><img src="thumbnails/s16.jpg" width="142" height="160" border="0" hspace="14" vspace="0" alt="Information about an axially compressed internally T-ring and externally T-stringer stiffened cylindrical shell to be optimized by PANDA2"></a></td> <td width="188"><a href="pages/page_17.html"><img src="thumbnails/s17.jpg" width="160" height="145" border="0" hspace="14" vspace="0" alt="Decision variables for the axially compressed, T-stiffened cylindrical shell to be optimized by PANDA2"></a></td> <td width="188"><a href="pages/page_18.html"><img src="thumbnails/s18.jpg" width="128" height="160" border="0" hspace="14" vspace="0" alt="PANDA2-optimized, axially compressed, ring and stringer stiffened, perfect and imperfect cylindrical shells"></a></td> <td width="188"><a href="pages/page_19.html"><img src="thumbnails/s19.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="STAGS model of nonlinear buckling of a ring and stringer stiffened axially compressed cylindrical shell previouly optimized by PANDA2"></a></td> <td width="188"><a href="pages/page_20.html"><img src="thumbnails/s20.jpg" width="123" height="160" border="0" hspace="14" vspace="0" alt="STAGS model of pre-buckling of an axially compressed imperfect ring and stringer stiffened cylindrical shell optimized by PANDA2"></a></td> </tr> <tr><td height="5"></td></tr> <tr align="center" valign="top"> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Information about an axially compressed internally T-ring and externally T-stringer stiffened cylindrical shell to be optimized by PANDA2</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Decision variables for the axially compressed, T-stiffened cylindrical shell to be optimized by PANDA2</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">PANDA2-optimized, axially compressed, ring and stringer stiffened, perfect and imperfect cylindrical shells</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">STAGS model of nonlinear buckling of a ring and stringer stiffened axially compressed cylindrical shell previouly optimized by PANDA2</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">STAGS model of pre-buckling of an axially compressed imperfect ring and stringer stiffened cylindrical shell optimized by PANDA2</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

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Monday, February 6, 2012