| Ží•Ê | ˜_•¶ |
| Žå‘è | �‚‰·‰Á”M’†‹y‚щÁ”MŒã—â‹p‚µ‚½ƒRƒ“ƒNƒŠ�[ƒg‚Ì’´‰¹”g‘¬“x |
| •›‘è | |
| •M“ª’˜ŽÒ | ?‹`“N�i’‰“ì‘åŠw�Z�j |
| ˜A–¼ŽÒ1 | ‹àŒ\—f�i’‰“ì‘åŠw�Z�j |
| ˜A–¼ŽÒ2 | ›ÁŒiú•�i’‰“ì‘åŠw�Z�j |
| ˜A–¼ŽÒ3 | �¬àV–ž’×Y�iŒQ”n‘åŠw�j |
| ˜A–¼ŽÒ4 | |
| ˜A–¼ŽÒ5 | |
| ƒL�[ƒ��[ƒh | crack, during heating and cooled after heating, high-strength concrete, mechanical properties, monitoring, ultrasonic pulse velocity, ‚Ђъ„‚ê, ƒ‚ƒjƒ^ƒŠƒ“ƒO, —ÍŠw“I“Á�«, ‰Á”M’†�EŒã—â‹p, ’´‰¹”g‘¬“x, �‚‹“xƒRƒ“ƒNƒŠ�[ƒg |
| Šª | 39 |
| �† | 1 |
| �擪ƒy�[ƒW | 1099 |
| ––”öƒy�[ƒW | 1104 |
| ”N“x | 2017 |
| —vŽ| | �‚‰·�ì—p‚ðŽó‚¯‚½ƒRƒ“ƒNƒŠ�[ƒg‚ÌŒ’‘S�«�f’f‚ð•]‰¿‚·‚éŽè–@‚Æ‚µ‚Ä”ñ”j‰óŒŸ�¸–@‚̂ЂƂ‚ł ‚é’´‰¹”g‘¬“x–@‚Ì—˜—p‚ðŒŸ“¢‚µ‚½�B‚·‚Ȃ킿�C‰Á”M’†‹y‚щÁ”MŒã—â‹p‚³‚ꂽW/B 55�C33�C19%‚̃Rƒ“ƒNƒŠ�[ƒg‚ð‘Î�Û‚Æ‚µ‚Ä’´‰¹”g‘¬“x‚𑪒肵‚½�B‚»‚ÌŒ‹‰Ê�C‰Á”M’†ƒRƒ“ƒNƒŠ�[ƒg‚Ì’´‰¹”g‘¬“x‚Í�C‰Á”M‰·“x‚ª300�Ž‚Ü‚Å‚Í‘å‚«‚Ȓቺ‚ÍŒ©‚ç‚ê‚È‚©‚Á‚½�Bˆê•û�C300�ŽˆÈ�ã‚É‚È‚é‚ÆƒRƒ“ƒNƒŠ�[ƒg“à•”‚̂Ђъ„‚ê‚Ì”�¶‚ÆŠg‘å‚Ñ‚æ‚è’´‰¹”g‘¬“x’ቺ‚·‚éŒXŒü‚ðŽ¦‚µ‚½�B�]‚Á‚Ä�C300�ŽˆÈŒã‚̉·“x”͈͂ŃRƒ“ƒNƒŠ�[ƒg‚ÌŒ’‘S“xƒ‚ƒjƒ^ƒŠƒ“ƒO‚É’´‰¹”g‘¬“x•]‰¿‚Ì“K—p‰Â”\�«‚ðŠm‚©‚ß‚½�B�@ |
| PDFƒtƒ@ƒCƒ‹–¼ | 039-01-1176.pdf |
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