<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_31.html"><img src="thumbnails/s31.jpg" width="148" height="160" border="0" hspace="14" vspace="0" alt="General buckling mode of cylindrical balloon with 40 truss-like modules over 90 degrees of circumference"></a></td> <td width="188"><a href="pages/page_32.html"><img src="thumbnails/s32.jpg" width="160" height="98" border="0" hspace="14" vspace="0" alt="Single module of the local buckling model of the axially compressed truss-core sandwich cylindrical shell"></a></td> <td width="188"><a href="pages/page_33.html"><img src="thumbnails/s33.jpg" width="160" height="42" border="0" hspace="14" vspace="0" alt="Local buckling of part of an axially compressed cylindrical shell with a truss-core sandwich wall construction"></a></td> <td width="188"><a href="pages/page_34.html"><img src="thumbnails/s34.jpg" width="160" height="57" border="0" hspace="14" vspace="0" alt="Part of a model of the truss-core sandwich wall of the cylindrical shell used for the analysis of general buckling"></a></td> <td width="188"><a href="pages/page_35.html"><img src="thumbnails/s35.jpg" width="148" height="160" border="0" hspace="14" vspace="0" alt="General buckling of an axially compressed truss-core sandwich 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">General buckling mode of cylindrical balloon with 40 truss-like modules over 90 degrees of circumference</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Single module of the local buckling model of the axially compressed truss-core sandwich cylindrical shell</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Local buckling of part of an axially compressed cylindrical shell with a truss-core sandwich wall construction</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Part of a model of the truss-core sandwich wall of the cylindrical shell used for the analysis of general buckling</small></td></tr></table></td> <td width="188"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">General buckling of an axially compressed truss-core sandwich 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_36.html"><img src="thumbnails/s36.jpg" width="160" height="63" border="0" hspace="14" vspace="0" alt="A typical BIGBOSOR4/BOSOR4 run stream"></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">A typical BIGBOSOR4/BOSOR4 run stream</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

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Monday, February 6, 2012