%PDF-1.3 % 2 0 obj << /S /GoTo /D (section.1) >> endobj 5 0 obj (Introduction) endobj 6 0 obj << /S /GoTo /D (section.2) >> endobj 9 0 obj (THE ADM FOR A CRACKED BEAM) endobj 10 0 obj << /S /GoTo /D (section.3) >> endobj 13 0 obj (DAMAGE DETECTION USING HIGH-PASS FILTER) endobj 14 0 obj << /S /GoTo /D (section.4) >> endobj 17 0 obj (NUMERICAL CALCULATIONS) endobj 18 0 obj << /S /GoTo /D (subsection.4.1) >> endobj 21 0 obj (A Cantilever Beam with Two Cracks) endobj 22 0 obj << /S /GoTo /D (subsection.4.2) >> endobj 25 0 obj (Two Cracks Beam under General Boundary Conditions) endobj 26 0 obj << /S /GoTo /D (section.5) >> endobj 29 0 obj (EXPERIMENTAL VERIFICATION) endobj 30 0 obj << /S /GoTo /D (subsection.5.1) >> endobj 33 0 obj (Experiment Setup) endobj 34 0 obj << /S /GoTo /D (subsection.5.2) >> endobj 37 0 obj (Experimental Results) endobj 38 0 obj << /S /GoTo /D (section.6) >> endobj 41 0 obj (CONCLUSIONS) endobj 42 0 obj << /S /GoTo /D (section*.2) >> endobj 45 0 obj (REFERENCES) endobj 46 0 obj << /S /GoTo /D [47 0 R /Fit] >> endobj 70 0 obj << /Length 4208 /Filter /FlateDecode >> stream xڥZK6Wh{E ӫ؎9v:MgEBWPBRqS/KOl$< UiW Ihxf6w*nynw_KTjc쾼ak8?#|0NG:=w U/߃=4}1]I|P\/_T,4? uGnM՝Iޕ ,Mx*.>wm1njҔ'}_'+w+^\Kt[u3~1Jyhd.&]P:>anreCkKu>V8+|Sܲ8r|cКs,4@b8 nOmq!I`['&&kNN6:7|W&T4&y͜ޚ$;m!62%яt=L+k?sEG*tS/ a5} L c P4^EE47O4-ub B2Df)ޢwΗC?[jYy<2vճ4v shn됎#HADI3/&R2Qvٕ`mwmG ]TZ S%eT"G 5D6 ?uY4bCQ6S%mt0 ]s(/~}*e83B2d`hR>k8L\9AC=,^,R:ɯm廟\hrgj/0neQ]y퇅:rW=j&l+.敂~,+ЂҎ-'|{9r{|6E/}GS;,`pcN:V.ņ,F0,t,r1l|,j܉R!d| KR~#IH؋+~xREsuLrXe_v|}wNP@5XvmƁ+(\GKcHTw*0'i&lk? DU\A;NrKG^` ddإS}T2c=$ڜJ2ovX7g;PvLægk GT i:֠:F`щ-(k`qF^ Qa.~:?He,'~!֘Xq:\dDëAA+Cpy Og _Y4BF=t#X':Z.ug/Uk~|lıTY!8_DVS9n;oBۑI4EPPmx \]lLA=߫o_F?q?E?Kp'5bBfϏ?"O?~yb ~Ua@ڎ 9F`M - '@A5%Mr