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\citation{nrcbluebook:2003}
\citation{frye+hogg+wunsch:2002,stalin+milburn+meinig:2000}
\citation{frye+hamilton+grosenbaugh+paul+chaffey:2004}
\citation{paul:2004}
\@writefile{lof}{\contentsline {figure}{\numberline {1}{\ignorespaces DIAGRAM OF MOOS MOORING SYSTEM SHOWING BUOY, SNUBBER SECTION, EOM CABLE ARRANGEMENT AND SUBSEA FLOATATION.}}{2}}
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\citation{gobat+grosenbaugh:2000}
\@writefile{lot}{\contentsline {table}{\numberline {1}{\ignorespaces ENVIRONMENTAL CONDITIONS AND RESULTING PREDICTED MOORING TENSIONS (MEAN/PEAK).}}{3}}
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\@writefile{lof}{\contentsline {figure}{\numberline {2}{\ignorespaces TENSIONS PREDICTED BY NUMERICAL MODELING FOR MOORING IN SURVIVAL CONDITION AND DESIGN CONDITION.}}{3}}
\newlabel{fig:DesignLoading}{{2}{3}}
\@writefile{lof}{\contentsline {figure}{\numberline {3}{\ignorespaces COMPARISON OF MEASURED AND PREDICTED TENSIONS BELOW THE BUOY. SIGNIFICANT WAVE HEIGHT = 5 METERS (13.5 S) AT 150 DEGREES, 30 CM/S SURFACE CURRENT TO THE WEST, AND 10 M/S WINDS FROM 180 DEGREES.}}{5}}
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\@writefile{lof}{\contentsline {figure}{\numberline {4}{\ignorespaces COMPARISON OF MEASURED AND PREDICTED TENSIONS BELOW THE BUOY. SIGNIFICANT WAVE HEIGHT = 3.5 METERS (13.0 S) FROM 330 DEGREES, 45 CM/S SURFACE CURRENT TO THE NORTH-WEST, AND 7 M/S WINDS FROM 350 DEGREES.}}{5}}
\newlabel{fig:102204}{{4}{5}}
\bibstyle{asmems4}
\bibdata{moorings}
\bibcite{nrcbluebook:2003}{1}
\bibcite{frye+hogg+wunsch:2002}{2}
\bibcite{stalin+milburn+meinig:2000}{3}
\bibcite{frye+hamilton+grosenbaugh+paul+chaffey:2004}{4}
\bibcite{paul:2004}{5}
\bibcite{gobat+grosenbaugh:2000}{6}