©m¦W ³\¯Õ»a(Keng-Chang Hsu) ¹q¤l¶l¥ó«H½c frankhsu@ms1.url.com.tw
²¦·~¨t©Ò Àç«Ø¤uµ{¨tºÓ¤h¯Z(Department and Graduate Institute of Constrction Engineering)
²¦·~¾Ç¦ì ºÓ¤h(Master) ²¦·~®É´Á 90¾Ç¦~²Ä2¾Ç´Á
½×¤å¦WºÙ(¤¤) ¥HºVÀ»¦^­µªkµû¦ô¨ü¾_«á·s¼å¸m²V¾®¤gºc¥ó
¤§¿ûµ¬´¤»q·l¥¢
½×¤å¦WºÙ(­^) Evaluating the Bond-Loss of Reinforcing Bar in New Concrete Member Subjected to Earthquake Using the
Impact-Echo Method
ÀÉ®×
  • etd-0829102-145611.pdf
  • ¥»¹q¤l¥þ¤å¶È±ÂÅv¨Ï¥ÎªÌ¬°¾Ç³N¬ã¨s¤§¥Øªº¡A¶i¦æ­Ó¤H«DÀç§Q©Ê½è¤§À˯Á¡B¾\Ū¡B¦C¦L¡C
    ½Ð¿í¦u¤¤µØ¥Á°êµÛ§@Åvªk¤§¬ÛÃö³W©w¡A¤Á¤Å¥ô·N­«»s¡B´²§G¡B§ï§@¡BÂà¶K¡B¼½°e¡A¥H§KIJªk¡C
    ½×¤å¨Ï¥ÎÅv­­ ®Õ¤º¥~§¹¥þ¤½¶}
    ½×¤å»y¤å/­¶¼Æ ¤¤¤å/182
    ºK­n(¤¤) ¥»¬ã¨s¤D¬O§Q¥ÎºVÀ»¦^­µªk°»´ú·s¼å¸mRCºc¥ó¨ü¾_«á¤§¿ûµ¬´¤»q¶¡»Ø¡C¥Ñ©óºVÀ»¦^­µªkÀË´ú®É©Ò±o¨ì¤§¤ÏÀ³ÀWÃФ¤¡A¦U¦y®p¤§®¶´T·|ÀHª`¤J¯à¶q¤Î±µÄ²®É¶¡¤£¦P¦Ó¦³¬Û·í¤j¤§®t²§¡A¬°¤F¦³®Ä´î§C¦¹¦]¯À¤§¼vÅT¡A¥»¬ã¨s±ÄÂà´«¨ç¼Æ¤ÏÀ³ÃФÀªRªk¨Ï¹ïÀ³©ó¿ûµ¬»PµõÁ_¦y®p®¶´T°T¸¹¶È»P²V¾®¤g¤¤¦U¬É­±©Ê½è¦³Ãö¡A¥HÁA¸Ñ®¶°Ê±ø¥ó¼vÅT¿ûµ¬´¤»qªºÅܤƱ¡§Î¡A¨Ã«Ø¥ßÀË´úµ²ªG»P´¤»qÀ³¤O¶¡¤§©w¶qÃö«Y¡C¥»¬ã¨s¬O¥Ñ¤U¦C¨â¤è¦V¥[¥H°Q½×¡G
    (¤@)±´°Q³æ¤@´úÂIªºÀË´úµ²ªG»P§½³¡´¤»q¤O·l¥¢ªºÃö«Y
    (¤G)«Ø¥ß¦h®Ú¿ûµ¬¦hÂIÀË´úªºµ²ªG»P¾ãÅé´¤»q·l¥¢¶¡¤§ÃöÁp©Ê¡C
    ¥»¬ã¨s¥H¸ÕÅç§ä¥X¿ûµ¬¬°¼Aµõ¯}Ãa®É¿ûµ¬§½³¡´¤ùؤO·l¥¢²v»P¿ûµ¬Âà´«®¶´T·l¥¢²v¶¡ªºÃö«Y¡A¨Ã¨D¨ú¨ä½u©ÊÃö«Y¦¡¡A°t¦X©Ô©Þ¯}Ãa¼Ò¦¡¤§¤½¦¡¨Ï¥Î¦b¥»¬ã¨s¤¤¤§¼Ù¸ÕÅé§ÜÅs¸ÕÅ礤¹w´ú´¤ùØ·l¥¢±¡ªp¡Aµo²{¹w´ú­È»P¹êÅç­È¤§»~®t¶È¦b12%¤§¤º¡A¥B¥Ñ¦A¬I¤O³Ì¤j®É¿ûµ¬¤º³¡ÂH¶KÀ³ÅÜ­p©Ò¨D¥X¤§§½³¡´¤ùؤOÅܤƥiµo²{¨äÅܤÆÁͶջPºVÀ»¦^­µ¦b°µ§ÜÅs¸ÕÅç«e©Ò´ú±oª¾¿ûµ¬®¶´T­ÈªºÅܤÆÁͶշ¥¬°Ãþ¦ü¡A¦]¦¹¥Ñ¦¹ªk¹w´ú¿ûµ¬´¤ùØ·l¥¢¦³¨ä¥i«H«×¡C
    ºK­n(­^) The relation between the steel-amplitude in the simulated transfer function and the bar diameter-to-depth-ratio was introduced first in order to predict the average steel amplitude for steel bars in good-bonded condition for arbitrary steel arrangement in structures. The lower-valued steel amplitudes were found by the impact-echo tests on the specimens vibrated at early age, so were the lower local bound stress by the pullout tests. The relations of loss of steel amplitude and local bound loss were constructed for the specimens failed by pullout mode and split mode. These relations can be applied for evaluating the bond loss of multiple bars contained in the structural member.
    ÃöÁä¦r(¤¤)
  • ºVÀ»¦^­µªk
  • ´¤»q¤O
  • «D¯}ÃaÀË´ú
  • ÃöÁä¦r(­^)
  • Impact-Echo Method
  • Bond Stress of Steel Bar
  • Non-Destructive Test
  • «ü¾É±Ð±Â
  • ¾G®a»ô
  • [¦^¨ì«e­¶¬d¸ß | ­«·s¬d¸ß]