橋梁 特集
Contents
1.2. 0 KC
3. 3
4. 2 HS
5. 78 3 4 4
6. 2 150 4 1
7. 20
8. 2 20 12 11 12 Maison de la M canique CISMA 3 Dipl Wirt Ing FH Alexander HOFFMANN RUD Mr Reinhold HARTDEGEN BG Bau Mr Werner RUF LIEBHERR e MCLEVELAND Richard CISMA
9. 77 We
10. PP 1 eerie ee ei 3 Gnitial failure
11. 2 PC 1 2 1 2 m 3 1 m 0 47 m 1 Io 3 4 7 2
12. 4 5 6
13. SHM FBG Structural Health Monitoring SHM SHM
14. RC E Defense The George E Brown jr Network for Earthquake Engineering Simulation NEES RC
15. 1970 pH
16. 1 1 1 3 GPS GPS _ 3
17. Field Signature Method FSM FSM FSM
18. 4 1 3 3 3 2 1
19. JR 2
20. 2 3 4 1 2 3 4 5 1 J EI 2 3 A4 900 6 300 6 000 5 300 5 048 4800 4572 20 700 1 050
21. 41 1 5 1 EMA 42 EEC 09 5
22. 60 pa 7 12mm 9mm 0 5 MPa 7 8 1 90 80 1 000275 m 2 0 083 m h
23. FBG 11 800pg 1 m2 3 4 x 5 w6 7 8 9 10 av 900 1 i I 1 1 1 1 Na 800 w 700 1 0 1 500 a 300 fe 200 p mm A 2 100 A 0 0 01020 3040 50 6070809 1 11121 314 m 12 800pg e 1 2 3 x 4 Xk 5 w 6 7 m8 9 10 av NG 900 hy
24. 21 818 m 1 4 nn Bl 5 _ gt pr 1 FM he
25. b 2 3 7 0 m 6 0m 30t 4
26. 2 Performance Related Specifications PRS PRS 11
27. a b 4 Lashing capacity ISO 2867
28. 09 5 5 TICT 1 2 2
29. 3 4 4 47my 195t gt 4 2 A 45t 4 1 JCT 2 4
30. 40 38 ABC 10 km 30 km 35 km MO
31. 3 09 5 4 21 3
32. 6 6 4 1 11 3 15 7 5 7 09 5 30 cm
33. 1 09 5 2 1
34. 14 6 span 1200 mm 1250 mm 140 180 mm 1500 g 600 mm 1 2 350 mm
35. 3 3 1 FBG Hz 2 20 mm
36. 10 0 1cm 2 5cm FBG Fabry Perot 10cm 100m FBG OSMOS SOFO 1 16 2
37. 1 SF77A SF75A SF77A
38. 1
39. 2004 6 IT 1 NN
40. U 1 2 U 3 2 22 5 3 O
41. 2000
42. 6 6
43. 1 3 2 5 2
44. 5 1 21 6 12 AM PM 2 3 1 3 it t 8 i PC
45. 40 1961 1960 MIG MIG
46. 3 Ph A gt ry TY 3 a lt Hl i EE 3 Kt 4 4 2 195t 35 3 10t 2651 1 1250t 6Pm S77 1250t 96m a 280t Ww 100t 640t 25m O 6 1 250t 2 1 250t 6 2 5
47. 20 7 27 20 12 7 200 a 3 20 7 27 i i em Ce pth i PL aro A et ra 20 12 7 5 1 a 56 12 16 N mm
48. ICMA L 155m 2 3m 16 1 16 1 60m 330mm 1 470m 1 220m 5 1 3km 09 5 1 C 163m 2m 90m 200mm 1 570m 190mm 3 CO
49. 1 gt 2 m gt 4 20 1 20 5 gt 107 8348 6 5 11 Tel 03 5544 0901 1 3 4 2 5m3 mi 1 A Ss Ts
50. 2 3 Em Et SL lt WiL th i 6 EY x A A A er ph tt sam Ee er 1 5S3ft 615m 36 25fL11105m TOfL SOSmi HL Am 1 20m 3 AI g G 1 4495 518xB40 753m SDHE 09 5 3 1 1
51. 1 2 12 2000 14 B 1 Pb mn a a 1 2 1
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53. 1 5 9 1 PC 8 8 1200 6950 4 THFHHH HHMHHUHHHHHHMH i HR HH i i i i 1 1 oti Il pt i ho i 6 EE Ee Me ee CT IE SR 1 IEA CA IE EU 3 7 gt HH i CC lo We eA PC 1
54. 85 cm 10 84 cm 86cm 92 cm 62 63 kg 71kg
55. 2 175 1 Qu ji 13 3Nm 4 BOKkm h 1
56. FSM 2 FSM 1 FSM FSM 09 5 10 4
57. LCC Ce me 6 aaan ei ee 3 ag 4 gt 3 G J 2 y 0 059x 0 2777 R 0 6378 1 0 20 40 60 80 100 x 9 3 b
58. 2 2 4 3 a 30 286000 oY 6000 13000 30000 10000 4 30 m 113 m 113 m 30 m 1 40 2 286m 30m 113m 113m 30m 3 5 6 0m
59. 3
60. 15 HI7 3 17 H19 3 30 41 85 42 3985m P5 P8 2 i HI9 8 3 4 373m 155m 8 53 685 53 5135m P8 P12 192m P12 A2 9 2200 4000 4500 8 mm 09 5 09 5 67
61. 2008 2 1 a b
62. 1990
63. 1 4 1 2 By 3Cp 22 121 2 km 1
64. 20 10 12 12 A 411 m 440 mm C 185 m 190 mm 3 3 433 m 1 1 210 m A 2 3 m B 2 7 m C 20 m 7 7 1 200 A 3 C 2 A 2
65. technique technology rg art ars 2 EQ 1991 2007
66. 10 17 16 4 3 4 18 18
67. ICMA 09 5 El 57 PC
68. 2 49 a 2 CH a 12 CH 4 CH 1 4 3
69. 4 3mm 5 mm 3 mm 3 a 1250 1
70. FC FC Pair2 1 3 FC Sep08 17 b U 26 120 mm L 370 mm Pair3 Nov07 FC
71. E Defense 2005 2005 E Defense RC NEES E_ Defense 1 1995 1 17 RC RC
72. 2 2 JCMA el 03 3433 1501 Fax 03 3432 0289 e mail suzuki jcmanet or jp Ei 100 CEng Chartered gineer PE CZzg
73. 2 2 CAD 150 mm 3mm 5mm 4 6 mm 3 mm 2 75 3 150 x 3 x 900 5x5x900 120 x 3 x 900 3mm 100 mm 5mm
74. CLEVELAND CISMA ISO DD ROLEY 2 ISO FDIS 15818 Proof force 25
75. 90 7 3 09 5 Liebherr JIEMAI 3 IT
76. 20 kg 5mm 09 5 1 4 2
77. gt 2 102 8332 2 Tel 03 5214 7087 09 5 gt 03 08 03 11 08 12 ee CAT 992K 115 m 12 3m 115m 62t CAT775F 3 951t CAT777F 4
78. 2 3 1 3 P 2 1 11 4 UFO 1
79. 4m 2 REGZAM KE 1500 94 09 5 ME 2 KE 1500 m 0 9 1 5
80. 2 PC PC 58 2 2 1
81. FC LL FC FSM we FSM 27 JICIMA 1 13 50 2006 pp35 43 2
82. WG WG WG WG 09 5 5 E Defense RC C1 5 12 pp193 198 2009 6 V 2002 2009 3 20 1 O pp 21 40 1996 2 EDefense 10 pp23 28 2007 ER 3
83. gt TDR RC
84. 2 1 KJ125 5 10 5 11 1 2 6 1 R 60m 7 0 9 0 298 500 m KJ125 5 10 5 11 2 2 3 09 5 UE Wp es 4 WE LI ms 29 2 6 1 3
85. 34 kN 3 5 tf 138 kN 3m 14m 1 2 1 7 050 mm 3000 mm 25 m TI 7 2 2 1 09 5 83 138kN 4 3000 2500 pq 2 2
86. EPS 23 23 EPS 22 3 09 5 125 15 4 5
87. 5 09 5 5 4 3 7 62 m 180 1 66 m 4 6 8 5
88. MA 61 2007 3 2 Vol 22 No 1 pp 21 32 2005 2 2005 9 Muroi Shito Yokoyama Tanikura Takuwa 1zumo Study on redulred performance and its verification of repalr materials for concrete structures ICPIC 04 11th International Congress on Polymers in Concrete 2nd 4th June 2004 at BAM Berlin Germany Shito Kamihigashi Yokoyama Shidara Miura Uchida Experimental study on test condition of performance test for sprayed mortar ICPIC 04 11
89. FBG Fabry Perot Choquet 1000Hz 8 low coherence interferometry Tennys
90. i 1 TDR 5 400 175 1 gl 1 EE CD 50mm x 50mm 2 6mm LT 2 1 2
91. 21 21 21 1 2 Pt OO RTO 3 PCO 4 5 a Ma g hs 20 B 5 1 100
92. 5 4 9D 14 09 5 i 1 1 8 6 2 69 HI 1 511tP 9 EN 5 _ 9 1
93. 2 2 3 O 50 2 2 5 1 2 2 1 2
94. OH Pr a eh D039 HE es 1 1 1 PC PCM
95. ISO 3471 Trainer seat 2009 12 29 ISO 13459 Dumpers Trainer seat 2 2008 12 8 9 00 17 00 12 9 9 00 15 00 3 09 5 87 Hartdegen Maison de la M canique CISMA 4 2 1 1
96. 3 2 30t 12 3 1 09 5 2
97. 3 3 1 125m 150m RC PRC 1 1
98. Field Signature Method FSM FC FSM 1 1
99. 1 257 km 127 km 16 3 13 4 17 12 22 2 286m 4 PC 18 3
100. L 4 110 5 2 1 2 1 2 0 6 CPD 4 1 2
101. 2007 3 62 I 426 2007 9 4 FSM U 62 I 427 2007 9 28 gt 09 5 5 1 1
102. 78t 44 6 t 22 7 t 16 2 t C1 1 10 2 t 307 t C1 1 301 C1 5 372t C1 5 C1 1 C1 2 1970 4 C1 2 3300 09 5 ye
103. E Defense C1 1 331 2009 4 E Defense RC C1 2 12 pp199 206 2009 21 B5 1 100 1 120 2 8400 8 000 1 7 140 6800 2 PC
104. ISO 3 SR2000G m h m 20 170 0 15 m m 1 8 2 73 x m 3 00 x 240 m mh 3 0 8 13 3 19 6 kW ps min 114 155 1 800 m 0 75 m 277 km h 2
105. 10 PCT 1 2 7 i 3 4 35m 5 HHHHU HHHH WEE HHHHH HHHHHH ii EL Vi 7 8 70m IIII HIIIII 14 15 1 5 RS3
106. 09 5 CMI 1 3 FF aa An ty 79 2
107. 48 m 2 6 0 m 3 rt 2 NA Er ii a 2 DK B 3 09 5 2 4 1m 7 7 m 4 7730 7620 4 1 1 SF44A SF77A 3m 5m 3
108. 75 tm 60 kg m 2 6 m 50 mm 75 8 250 PA7 6 265 1 8 4
109. 21 7 18 FSM FSM i ee i TL ES Fr i MA Hr 1 LIL HH HL lil Ti Wh ls Dp eh ot Ba e FT 27m 1 1 HBIIIH i li ili ed 1 WT mtn de o Te 1 84m 18 2
110. 6
111. Chen FBG Schulz FBG 17 Inaudi LED SOFO 100 FBG 2 5
112. 09 5 47 5 70 cm 2 1 273 1
113. SPACE21 6 2 5 RCD 6 Pl P4 P7 P2 P3 WW MOP
114. 2009 2 24 JIEMAI 3 3 3 09 5 art entertainment
115. FOPS ROPS d UV Dr Bonano 2008 12 E 2009 3 E WG 2009 4 FOPS WG 3 ISO TC 127 SC 2 WG 6 1 2006 11
116. 6 FBG RC lt 20 40cm 8 40 cm 80 cm FBG 20 cm FBG FBG e
117. MC 88 000 i MC 6 8 000 MC
118. pair pair 11 pair FC 12 pair pair DD 2 3 1 ppt pair 4 ppt pair AUD jpar 0 1 mm pair 10 ppt FC 11
119. 2 1 3 7 m 2 95 m 1 SF44A 2 1 SA77A 2765 5325 1 3430 6125 2 34 1 3 1
120. 4 8 PC RC NM ee 09 5 es ee hh Pe
121. 4 15 9 27 28 1 16 7 18 19 2 16 11 7 3 17 9 24 25 4 18 10 8 9 5 2 1 2
122. 95m 113 m 16 0 N mm 11N mm 3 30 m 4 TI NAmmn3l ETI 113m gt lt 113m gt 3 2 39 3 1
123. 19 H Li 34583EEEGDD EE 11 ee ii ioe I 1 EHR TE ET etz 1 1 1 gg re ss e ee eee eo pa mmm er jm ee i ki i It 1 5 F tt e b 19 5 FSM
124. 2 4cm 1 5 N mm 8 7 PC 1 2 PC PCM lt 3
125. 1 18 PC EE 15 5 JICIMA 74 09 5 agora crosstalking
126. 1 2 3 4 1 1 40 2
127. 3 i L 3 ep 09 5 7 6 12 9 m 8 4 1 6 2 4 Web 1 2 2 Web 1 2 9 7 7
128. 5 2h 3 akm 1 4 1 4 2 BOkm h BOKm h 1 3 09 5 60 80 km h 2
129. OTDR Hz BOTDR Brillouin Optical Time Domain Reflectometer BOTDR BOTDR 1m 1m PPP BOTDA Brillouin Optical Time Domain Analysis 10 cm 25 ge BOCDA
130. FSM 10 FSM 4 FSM 09 5 UT FSM 2 FSM FSM FSM IT 5
131. TC 127 WG 12 TC 127 SC 2 ISO 3449 FOPS 2005 9 ISO 3471 ROPS 2008 8 ISO 12117 TOPS 1997 ISO 12117 2 ROPS 2008 12 ISO 12117 3 ROPS AWi 16713 2 2008 11 6 9 00 15 00 11 7 9 30 14 00 3 ISO TC 127 SC 1 WG 7 WG PL Dan Taylor 09 5 4 a b ISO 3471 ROPS
132. 20 12 B5 360 4 900 4 300 22 1 1 2 1 coooco cocooo 21 4 2 1 4
133. 1 FSM IT pair 1 ml mm LE6mm 6mm L 12mm 331TL FsM 5 6 FSM IT 23 FSM IT pair FSM IT 6 FSM_IT
134. SR2000G e Service Owner s site amp 2 2
135. 1 35C 20 4 2 9 6 mm 31 9 ee 4 5
136. 3 35 3 4
137. t 30cm N 60 b 30 48 cm 30 3 cm 2
138. 6 4 5mm 09 5 8 cm 13m 0
139. OTDR CFRP JGI SMF SMC a SMF 0 pm FBG FBG 3000 1 1 RT Po FBG 2 FBG 3 RC FBG 09 5 OTDR ROTDR
140. 13 km 4km 6km 3km 9 km 22 21 1 7 1 18 22 1 2
141. C2 2007 2009 C1 2 RC re C2 1 C1 2010 C2 Cl 2 FE Defense RC C2
142. 15 48 16 06 H21 2 2 21 5 B5 730 7 700 6 600 H18 H20
143. 8 1 m hi _ 1 da 8 7 Al P4 Al 9 7 10 11 A1 P2 P4 A2 2 i 1 7 66 12
144. JEFEE gt 7 UVUY7 09 5 ESET 51 4 1915 9
145. 6 9 09 5 9 a
146. Pair2 FC 10m FC FC Sep 07 Nov 07 Jan 08 Mar 08 May 08 Jul 08 Sep 08 Nov 08 Jan 09 2007 07 13 to 2009 02 27 16 FC 902mm ss 37cmOD 3 1 12cm 9 20 8 370 mm 120 mm 17 D 09 5 4 1 3 2
147. 15 m 15 lt 16 m
148. 62 ee 69 4 2 By 3Cp 74 77 CC Z 5 ttre Z9 CM r 82 C7 85 ISO TC 127 SC 1 WG 7 TC 127 SC 2 WG 6 TC 127 SC 2 WG 13 S 88 ISO TC 127 SC 3 WG 4 SO 15818
149. 600 450 105 0011 3 5 8 Tel 03 3433 1501 Fax 03 3432 0289 http www jcmanet or jp 10 gt 09 5 1
150. 2 2 3 4 10 21 30 11 5
151. 1 100 mm 40 4 6 6 ha 4 9 2 MV3 24 40
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153. 4 21 1 2 1 6 3km 3 2km
154. 7 kg 70 cm 0 3 MPa 25 30mm x 20 cm 20 cm
155. V V V V V Vo FSM pair V V Vo V 60 100 V 30A 100A PT MT UT FSM
156. 6 13 amp in 3 18 213 NETIS 99 3 26 7 20 21 21
157. _ es _ 1 gt gt oY JIN a Fy a Pa yy S40
158. 12 105 0011 83 5 8 TEL 03 3433 1501 FAX 03 3432 0289 E mail t abe jcmanet or jp http www jcmanet or jp symposium index html 2 2 3
159. 1 N a N 5 mxg mx gx1 5 mxgx4 0 nxcosa nxcosa nxcoso kg g 9 8 m s 2 60 a b N 2 _ N N a mx10xg mx1 0x125xg mx1 0x2xg nxsinagxcospy mx1 0xg nxsinagxcospy nxsinagxcospy mx0 8xg xSIn xCOS mx10x125xg nxSinga x COs mx1 0x2xg nxSinga x cos bp mx0 8x1 25xg nxSina x COs A nxsingxcosp mm kg g 9 8 m s ga Bx py
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162. 4 NNN 2 4 tn FF 1 3 09 5 3 4 1 18 2
163. E Defense 2 1 09 5 NEES E Defense E Defense
164. 10 PPP BOTDA 19 11 12 13
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166. in 3 5 180 1 NETIS 2 3 4 3 30 4 21 3 30 09 5 1 20 21 3 2 KKR
167. Be 09 5 5 6 2 73 JIEMAI BB
168. FDIS 2 3 1 4 WG PL SC 3 WG 4 WG CISMA FDIS FDIS
169. 1 3 RC RC 2 2 RC Cl 1
170. 1 20 000 2 88 000 3 68 000 1 2 2 2 119 2 B2
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174. 7 5 4 5 6 7 36 5 6 09 5 a We 6
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176. 3 3 777 y 23y 77 GPS 80
177. 5 HI B33 2 33 8 15 20 21 21 3 19 26 20 21 21 97 3 26 14
178. Low Coherence Interferometry 10cm 100m Long Gage Sensors FBG FBG 2 3 OTDR Optical Time Domain Reflectometer Coherent OTDR
179. TEL 08 8483 1501 FAX 03 3432 0289 1 1 JEMA http www jcmanet or jp 2009 5 No 711 3 EE UO TE 4 P Defense oe 0 0 15 ee 27 FSM 28 OO OO EE 3 3Z 4 PC 30 emer 42 47 5 oo 51 om 57
180. 09 5 4
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182. 3 3 A2 19 1 P9 P10 20 90m 16m 8000 kN 1 22 00 6 00 160 m 1 21 4 21 22m 2500 kN 22
183. 3 12 12 20 21 kN EE 3 4 1 EE 09 3 4 6 156 3 4 7 20 21 3 10 18 3 11
184. Cl C2 3 E Defense 1 E Defense 3 2005 6 2 3 E Defense 2 5 Horizontal Actuators X 5 units Horizontal _ a Actuators eS 4 Actuators Z 14 units 4 2 Acceleration cm s Frequency Hz 3 1 200 t 14 24 20m 15m 1 200t 2
185. 1970 RC 1 4 09 5 RC C1 1 C1 2 RC C1 5 3 2009 RC C1 6 2 C1 Cl E_ Defense 2 4 7m x 7m xx 1 8m C1 1C1 2 18m C1 5 20 m 7 5m 09 1 1 MPa SD345 27 Mpa 1970 RC SD295 SD345 a a a Wy fo I 5
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189. ILF 6 ICT CMI JICMA 1 2007 12 82 CMI 1
190. 11 44 RC 2 5 LUT NA AAANNUANNNN TE A 5 RC 4 PC
191. 3 3 5 8 20 21 21 3 9 19 53 2 75 CP 3 24 9
192. 09 5 2 1 ee ee 25 mm 40 N mm SD295A D16 D19 D22 73 mm 30N mm I 28 3 lt 3 4
193. 3 1 19 6 30 7 2 1 2 6 13 4 Pa mm J WT MI ts 1 Wr le ek bs i ge gt IT ee fi a 1 09 5 O 3 6km 3 km
194. I RC RC 25 15 40 630 250 60 315 185 40 1 4 1 sel7 spe ola hsel e1120 2 122 23 24125 ae 750 25 450 lt 300 a 0 60 L 4 3 1 119500 557000 09 5
195. No 711 2009 5 1 840 800 9 000 21 5 20 21 5 25 1 25 09 5 KCM 3 NIPPO
196. 5 7 1 7 18 10 21 1 10 11 3 km A B C 3 B 2 3 740 mm 45
197. 2 PC 95m 95m 30 RC RC C RC 2 95m 95m D 2 95m 95m E 2 95 m 95 m
198. 25 05 4 PC 27 PC 4 5
199. ECUK The Engineering Council UK ECUK Engineer 2 CEng WUK SPEC UK Standard for Professional Engineering Competence
200. PRS distress PRS 2 LCC 1 LCC LCC I 2 1 LCC LCC
201. _ A RU z mn mo PD 61 _ 2 WF
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203. 20m X 2 175m 4 12m 6 RC 3 0 m pl 3 1 48 09 5 Bt 5 5 1 Eb Se 2 3 SL Eee LE EU G1 G2 G3 G4 G5 G6 5 i 5 I Ce LIIIII PE yy i mi 2 se Ed Fim _ _ Es 1 1 1 1 G1 3 2 2 G4 6 1 G1 3 1 1
204. 38 TC 1308M 23 1 MAX JFTLF G 2 km 6km _ Ba 1 42 EE EE Ji 0 4 2 ER 2000R ET 2000R 11 0dB m FAX 042 492 0411 TEL 042 492 0410 A 0
205. 8 EK SU SL 4 86cm 6 11 91cm or 10 km
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207. 09 5 3 a 3 b LCC
208. 19 20 21 09 5 3 13 14 3 18 5 3 27 7 3 2 6 50 2009 in 3 19 2009 in J
209. 8 4 1 10 12 1 3 4 9 2 18 1 9 4 3 09 5 P2 P3 P4
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211. 1930 1980 45 1983 2006 25 4 gt 09 5 E Defense
212. 52 28 1 21 8 31 2 4 1664 2 HIRAKI AQUEDUCT BUILD SEPT1915
213. G1 4 1 pee 2 2m 1 65t 2 1 1 2 1 2 G4 6 2 2
214. 09 5 1 2 3 1 Qi ye 3 6 12 kg 6 7 kg 10 km
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224. ISO ASTM D5628 ISO 6603 2007 b FOPS ROPS ISO TC Mr Rothenmeyer 127 FOPS ROPS ISO TC 18C 127 SC 1 WG 7 1 2 2008 11 4 14 00 17 00 11 5 9 30 14 00 60 c FOPS ROPS
225. 1 cm 6 mm 3mm 2 11 7 2
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227. 1 150 200 MPa 1 a 3 09 5 f Im 2 Ee ml 1 1 wy m PPT LM 4 2 MPa 150 200 15 18 mm 100 200 45 90 mm 0 9 1 3 MPa 3 15 18 2 3
228. BOTDR 10cm PPP BOTDA PC 4 10 a b i 81 5kN 35 0kN 23 850 23 350 22 850 22 350 m a oo i 50kN 1425 1505 ji 1600 1700 17 245 17 745 18 245 18 745 m b
229. ROPS FOPS ROPS ROPS ISO3449 FOPS ISO 10262 OPG ISO 8084 c WG 12 2009 3 4 ISO TC 127 SC 2 WG 13 1 ISO 13549 Trainer seat
230. RU CN OT 91 ee 97 2009 3 93 a ee 100 OO EA 5 96 EO CA ee CS 4 8 1 2009 21 5 PR
231. 14 15 lt 14 28 H20 14 30 lt 14 40 H16 14 42 14 58 H19 VOC 15 10 15 16 H20 AGF WJ AGF WJ 15 18 15 33 H19 15 35 15 46 H20
232. 20 10 1 30 2 km 4 PC 1 70 m 23 m 30 150 m 50 m 38 09 5 1 A B
233. 21 6 5 14 00 16 06 119 HO Rapid Under Pass 2 3 me PR JR 5 AGF WJ 7 1 rm 105 0011 3 5 8 TEL 03 3433 1501 FAX 03 3432 0289 1 2 119 2 B2 21 6 5 14 00 16 06 14 00 14 02 14 03 14 13 H17 URUP UItra Rapid Under Pass
234. 4 1995 JR 80 100 5 C1 C1 1 100 2 1 1 2 1 2 Section A A 3900 136300 SD345 D29x32x2 5 SD345 D13 150ctc D13 300ctc ck 27N mm2 6 C1 1 Sect ion A A 3900 SD345 D
235. 5 94m 5 6 m 46 A 32k750wm B ATOS 1 0S 1 115m 2 7m 60m 150mm 1 ATS P 330m ATS P 440mm 7 7 2 6 22 21
236. Chuck Crowell Caterpillar Dan Taylor CNH Ne Rothenmeyer ISO 2008 11 4 12 WG Antonino Bonano 5 2 ISO TC 127 SC 1 WVG 7 a Dr Bonano UV 1 ROPS EFOPS ISO 3471 3449 ASTM ISO
237. 10 1 pH 9 FBG RC FRP 30 FBG Beddington Trail FRP
238. 22 2 105 0011 3 5 8 03 3433 1501 FAX 03 3432 0289 1 1 eee ee UMWe 2004 6 12
239. 09 5 FC 12 10 ppt FC ppt 12 3 L 2 FSM 19 7 13 U U U 14 D 15 12m 90 m 13 U
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272. 1 Pat Merfeld Terex Corporation Ce Co Dan Roley Caterpillar a NII ee A Anders Lindkvist Volvo PO Construction a ON ROPS DLV 15 DLV WG Par Merfeld 5 a d b ROPS DLV ISO 3164 ISO 13459 DLV 08 ISO 13459 TC T
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300. M LE BRECH Alain INRS M LEMOINE Pascal Mr Fabrice BLANC FED FNTP Mme WENDLING Sonia Mr Thomas BLORTZ LIEBHERR France Mr Jean Jacdques JANOSCH aterpillar France Mr Patrice CAULIER BOBCAT 1 Mr Hakan WETTSTROM VOLVO 2 Dr Dan ROLEY Caterpillar Mr Patrick MERFELD TEREX 3 17 TC 127 SC 3 WG 4 3 1 TSO FDIS WETTSTROM EN 12195 1 09 5 IMO ILO UNECE EN
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308. 29 x 32x2 5 D29x 32 x 2 0 D29x32x1 0 SD345 D13 180cto 13 300 cm D13 300ctc 7000 Ock 27N mm2 a 7 C1 2 SD345 D35 x 36 x2 0 SD345 D22 150ctc Gck 27N mm2 1 b 2 1 C1 1 2 C1 2 100 1 1 2 C1 2 C1 5 5 3 C1 5 1 3070 100 1 2 a 1 b 2 3 C1 5 1 4 372t C1 5 2
309. 3 4 42500 42000 42000 B i ww WF WW Pes 12 GAD 1 P10 P10 G1 9 2 10 P6 P12 eC LA YE 16 17
310. 7 20 kPa 58 5 m 0 29 L 340 x m 26x16 1 2 x30 x x m 12 50x2 99 x4 51 3 50 46 2 1 2 3 3 1m 3 IHi OSS SR2000G 09 5 95 gt 19 1 08 11 09 19 01 2 09 02 1 RL VH4G2 2 RL VH4DRI RL VH4G2 RL VH4DR 2 RL VH4G2 4
311. 75 200 225 250 r gr g 14 r x ICMAI 1 Vol6 2003 pp 1043 1055 2 2004 47 pp 15 3 K Hotate M Tanaka Correlation based continuous wave technique for optical fiber distributed strain measurement Using brillouin scat
312. 9 1842 1699 1713 1680 1491 1725 1192 812 708 506 397 4301 6071 8084 9530 11 756 14 209 12996 1238 1393 1323 1259 1261 1237 1075 1267 796 470 504 268 161 4365 4373 4628 5219 5709 6268 5103 502 526 519 452 442 416 458 396 342 204 238 236 2002 2004 2005 2008 2008 2 09 5 2009 3 1 31 3 5 9 3 5 3 3
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314. DR 4 RL VH4G2 4 RL VH4G2 RL VH4DR RL VH4G2 RL VH4DR m 60 300 40 200 20 2mm 20m 20 2mm 20m 20 20 nm 532 635 JIS Class 3R JIS Class 3R rp m 0 300 0 300 5 5 20 50 20 50 h 30 24 90 65 kg 26 2 2 x x mm 182 x 167 x 242 182 x 167 x 242 m ch 100 9 100 9 0 598 1 RL VH4G2 LS 80G 1mm 2mm RL VH4DR LS 80A 1mm 2mm 2 10rpm 3 4 BT 63Q
315. IT 5 ICMA 1 1 p 7 2002 2 Performance Related Specifications PRS FHWA Publication No FHW A SA 97 098 3 2000 8 10 4 S W Doebling et al Damage Identifi
316. abe K Naruse H and Ohno H Fiber optic distributed sensor for monitoring of concrete structures Proceedings of the 3rd International Workshop on Structural Health Monitoring The Demands and Challenges pp 459 468 2001 63 V 192 2008 Adewuyi A P Wu Z S and Serker N H M Kamrujjaman Assessment of VBDI Methods Using Different Measurement Techniques Journal of Structural Health monitoring in press 09 5 gt 21 FSM
317. agg sensors for bridge monitoring Proceedings of the International Workshop on Fiber Optic Sensors for Construction Materials and Bridges pp 117 128 1998 Chen Z and Ansari F Fiber optic acoustic emission sensor for large structures ournal of Structural Control Vol7 No 1 pp 119 129 2000 Inaudi D Application of optical fiber sensor in civil structural monitoring Proceedmgs of SPIE Sensory Phenomena and Measurement Instrumentaton for Smart Structures amp Materials 4328 pp 1 10 2001 Schulz W L Conte J P Udd E and Kunzler M Real tme damage assessment of civil structures using fber grating sensors and modal analysis Proceedings of SPIE Vol 4696 pp 228 237 2002 Wu Z S Li S Z Structural damage detection based on smart and distributed sensing technologies The second internatlonal conference on Structural Health Monitoring of Intelligent Infrastructure SHMII 2 Shenzhen China 2005 Keynote paper Li SZ Wu ZS Development of distmbuted long gage fiber optc sensmg system for structural health monitoring Structural Health Monitormg Accepted Choquet P Juneau F Bessett J New generation of Febry Perot Fiber Optic Sensors for monitoring of structures Proceedings of the 7 Annual International Symposium on Smart Structures and materials March SPIE Newport Beach CA 2000 Tennyson Rod C Fiber optic sensing for civil infrastructure Structural Health Monitoring and Diagnostics of Bridge Infrastruct
318. cation and Health Monitoring of Structural and Mechanical Systems from Changes in Their Vibration Characteristics A Literature Review Los Alamos National Laboratory May 1996 No 766 2004 7 4b pp161 164 2004 6 7 6 pp17 30 2007 1 Oy Wa 09 5 Ell
319. di e e MU 130 0021 4 4 3 TEL 03 3634 5651 URL http www yoshinaga cOo jDp 2 1 lt 2009 21 11 10 11 3 5 8 B 2 3 1 2 B3 2 CPD
320. on 8 10 SOFO Colle Isarco Alptransit Mijosundet 100 FBG Ansari Michelson Virginia Tech IFPI Intrinsic Fabry Perot Inteferometric 05 g 0 1C 25
321. rainer seat TC 23 Trainer DLV Pat Merfeld WG ISO 13459 CD ISO 2009 1 E WG CD 2009 2 14 CD Dan Roley TC 127 SC 2 John Deere Doug Durant TC 144 prEN 15694 2008 ISO 3164 DLV 2009 10 TC 127 DLV gt
322. tering with cm order spatial resolution IEICE Transactons on Electronics Vol E84 C No 12 pp 1823 1828 2001 12 4 SHM No795 V68pp 1 1620058 5 76 6 Dantan Nathalie Habel Wolfgang R Wolfbeis Otto S Fiber optic pH sensor for early detection of danger in steelreinforced concrete Structures Smart Structures and Materials 2005 Modehng Signal Processing and Control Proc Of the SPIE Volume 5758 pp 274 28 Maaskant R Alavie A T Measures R M A recent experience in We bridge strain monitoring with fiber grating sensors Proceedings of the International Workshop on Fiber Grating Sensors for Construction Materials and Bridges pp 129 135 1998 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 09 5 Sennhauser U Bronnimann R Mauron P and Nellen M Reliability of optical fibers and Br
323. th International Congress on Polymers in Concrete 2nd 4th june 2004 at BAM Berhn Germany ICMA 21 B5 730 7 700 7 334 6 600 6 286 600 450
324. ure University of California San Diego California Department of Transportation March 7 8 2003 Ansari F Fiber optic sensors and systems for structural health monitoring of infrastructures 3 21 Proceedings of the First International Workshop on Structural Health Monitoring of innovative Civil Engineering Structures 2002 Fabin Shen Wei Peng Anbo Wang Kristic Cooper and Gary Pickrell UV nduced inteferometric fiber sensor and frequency division multiplexing scheme J Lightwave Technology accepted 52 6 pp 50 51 1997 Vol 82 18 20 1997 Vol23 No l pp 643 648 2001 Vol13 No 2 pp 139 148 2002 Shiba K Kumagai H Watan
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