<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_1.html"><img src="thumbnails/s1.jpg" width="180" height="119" border="0" hspace="14" vspace="0" alt="Pre-1974 computer programs for buckling and vibration of shells and solids of revolution"></a></td> <td width="208"><a href="pages/page_2.html"><img src="thumbnails/s2.jpg" width="180" height="131" border="0" hspace="14" vspace="0" alt="Capability summary of BOSOR4 (1974)"></a></td> <td width="208"><a href="pages/page_3.html"><img src="thumbnails/s3.jpg" width="147" height="180" border="0" hspace="14" vspace="0" alt="Types of segmented and branched shells of revolution and prismatic thin-walled structures that can be analyzed with BOSOR4"></a></td> <td width="208"><a href="pages/page_4.html"><img src="thumbnails/s4.jpg" width="132" height="180" border="0" hspace="14" vspace="0" alt="Segmented and ring-stiffened payload shroud: (a) non-axisymmetric pressure loading; (b) prebuckling global deformation; (c) critical buckling mode"></a></td> <td width="208"><a href="pages/page_5.html"><img src="thumbnails/s5.jpg" width="180" height="109" border="0" hspace="14" vspace="0" alt="Four free vibration modes and frequencies of a complex, branched dewar. Prediction by BOSOR4 corresponding to n = 1 circumferential wave"></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">Pre-1974 computer programs for buckling and vibration of shells and solids of revolution</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Capability summary of BOSOR4 (1974)</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Types of segmented and branched shells of revolution and prismatic thin-walled structures that can be analyzed with BOSOR4</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Segmented and ring-stiffened payload shroud: (a) non-axisymmetric pressure loading; (b) prebuckling global deformation; (c) critical buckling mode</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Four free vibration modes and frequencies of a complex, branched dewar. Prediction by BOSOR4 corresponding to n = 1 circumferential wave</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_6.html"><img src="thumbnails/s6.jpg" width="125" height="180" border="0" hspace="14" vspace="0" alt="fasor.1974.1"></a></td> <td width="208"><a href="pages/page_7.html"><img src="thumbnails/s7.jpg" width="180" height="80" border="0" hspace="14" vspace="0" alt="fasor.1974.2"></a></td> <td width="208"><a href="pages/page_8.html"><img src="thumbnails/s8.jpg" width="180" height="132" border="0" hspace="14" vspace="0" alt="fasor.1974.3"></a></td> <td width="208"><a href="pages/page_9.html"><img src="thumbnails/s9.jpg" width="128" height="180" border="0" hspace="14" vspace="0" alt="Finite element models of incomplete and complete shells of revolution"></a></td> <td width="208"><a href="pages/page_10.html"><img src="thumbnails/s10.jpg" width="130" height="180" border="0" hspace="14" vspace="0" alt="Vibrations of composite laminated shells of revolution"></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">fasor.1974.1</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">fasor.1974.2</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">fasor.1974.3</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Finite element models of incomplete and complete shells of revolution</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Vibrations of composite laminated shells of revolution</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_11.html"><img src="thumbnails/s11.jpg" width="135" height="180" border="0" hspace="14" vspace="0" alt="Vibrations of sectors of composite laminated shells of revolution with various boundary conditions"></a></td> <td width="208"><a href="pages/page_12.html"><img src="thumbnails/s12.jpg" width="180" height="156" border="0" hspace="14" vspace="0" alt="Free vibration modes of toro-parabolic panels"></a></td> <td width="208"><a href="pages/page_13.html"><img src="thumbnails/s13.jpg" width="180" height="138" border="0" hspace="14" vspace="0" alt="Free vibration of partial and complete shells of revolution"></a></td> <td width="208"><a href="pages/page_14.html"><img src="thumbnails/s14.jpg" width="180" height="90" border="0" hspace="14" vspace="0" alt="Buckling of an externally pressurized spherical shell"></a></td> <td width="208"><a href="pages/page_15.html"><img src="thumbnails/s15.jpg" width="180" height="88" border="0" hspace="14" vspace="0" alt="Axisymmetric post-buckling of complete spherical shell under uniform external pressure"></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">Vibrations of sectors of composite laminated shells of revolution with various boundary conditions</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Free vibration modes of toro-parabolic panels</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Free vibration of partial and complete shells of revolution</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Buckling of an externally pressurized spherical shell</small></td></tr></table></td> <td width="208"><table cellspacing="0" cellpadding="5" border="0"><tr><td align="center"><small class="title">Axisymmetric post-buckling of complete spherical shell under uniform external pressure</small></td></tr></table></td> </tr> <tr><td height="14"></td></tr> </table>

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Sunday, December 27, 2020