| Ží•Ê | ˜_•¶ |
| Žå‘è | ‚‰·‰Á”M’†‹y‚щÁ”MŒã—â‹p‚µ‚½ƒRƒ“ƒNƒŠ[ƒg‚Ì’´‰¹”g‘¬“x |
| •›‘è | |
| •M“ª’˜ŽÒ | ?‹`“Ni’‰“ì‘åŠwZj |
| ˜A–¼ŽÒ1 | ‹àŒ\—fi’‰“ì‘åŠwZj |
| ˜A–¼ŽÒ2 | ›ÁŒiú•i’‰“ì‘åŠwZj |
| ˜A–¼ŽÒ3 | ¬àV–ž’×YiŒQ”n‘åŠwj |
| ˜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‚½B‚·‚Ȃ킿C‰Á”M’†‹y‚щÁ”MŒã—â‹p‚³‚ꂽW/B 55C33C19%‚̃Rƒ“ƒNƒŠ[ƒg‚ð‘ÎÛ‚Æ‚µ‚Ä’´‰¹”g‘¬“x‚𑪒肵‚½B‚»‚ÌŒ‹‰ÊC‰Á”M’†ƒRƒ“ƒNƒŠ[ƒg‚Ì’´‰¹”g‘¬“x‚ÍC‰Á”M‰·“x‚ª300Ž‚Ü‚Å‚Í‘å‚«‚Ȓቺ‚ÍŒ©‚ç‚ê‚È‚©‚Á‚½Bˆê•ûC300ŽˆÈã‚É‚È‚é‚ÆƒRƒ“ƒNƒŠ[ƒg“à•”‚̂Ђъ„‚ê‚Ì”¶‚ÆŠg‘å‚Ñ‚æ‚è’´‰¹”g‘¬“x’ቺ‚·‚éŒXŒü‚ðŽ¦‚µ‚½B]‚Á‚ÄC300ŽˆÈŒã‚̉·“x”͈͂ŃRƒ“ƒNƒŠ[ƒg‚ÌŒ’‘S“xƒ‚ƒjƒ^ƒŠƒ“ƒO‚É’´‰¹”g‘¬“x•]‰¿‚Ì“K—p‰Â”\«‚ðŠm‚©‚ß‚½B@ |
| PDFƒtƒ@ƒCƒ‹–¼ | 039-01-1176.pdf |