پیشرفت‌ها در نگهداری، ایمنی، مدیریت و عملکرد چرخه عمر پل‌ها: مجموعه کتاب و لوح فشرده – مجموعه مقالات سومین کنفرانس بین‌المللی نگهداری، ایمنی و مدیریت پل، ۱۶-۱۹ ژوئیه ۲۰۰۶، پورتو، پرتغال – IABMAS ’06 ۲۰۱۵
Advances in Bridge Maintenance, Safety Management, and Life-Cycle Performance, Set of Book & CD-ROM: Proceedings of the Third International Conference on Bridge Maintenance, Safety and Management, 16-19 July 2006, Porto, Portugal – IABMAS ’06 2015

1. Front Cover

2. Table of Contents

3. Preface

4. Conference organization

5. Part 1: T.Y. Lin Lecture

6. Chapter 1: Bridge forms and aesthetics

7. Part 2: Keynote Lectures

8. Chapter 2: Protection of our bridge infrastructure against manmade and natural hazards

9. Chapter 3: Bridge management: Actual and future trends

10. Chapter 4: Life time assessment of bridges

11. Chapter 5: Cost-effectiveness of seismic bridge retrofit

12. Chapter 6: The important roles of bridge maintenance and management on transportation safety and efficiency

13. Chapter 7: Application of the structural health monitoring system to the long span cable-supported bridges

14. Chapter 8: Innovative structural health monitoring of bridges in Portugal

15. Chapter 9: Developing a probability based limit states bridge specification – U.S. experience

16. Chapter 10: Stonecutters bridge – durability, maintenance and safety considerations

17. Part 3: Technical Contributions: Bridge management systems

18. Chapter 11: The first regional level bridge management system application in Italy

19. Chapter 12: Development of lifetime maintenance strategies for highway structures based on the experience of a Japanese Highway Ag

20. Chapter 13: Life cycle cost optimization of a bridge superstructure considering maintenance history

21. Chapter 14: The bridge management system in Osaka-City

22. Chapter 15: A bridge management system applied to a set of Portuguese bridges

23. Chapter 16: Optimal maintenance strategies for existing infrastructures under seismic risks

24. Chapter 17: Small and medium size bridge maintenance sequence analysis by optimization technique

25. Chapter 18: Internet-based management of major bridges and tunnels using the Danbro+ system

26. Chapter 19: Use of genetic algorithms for optimal policies of M&R in a bridge network

27. Chapter 20: Optimization of reinforced concrete bridges maintenance by Markov chains

28. Chapter 21: Bridge management system – GOA

29. Chapter 22: Current maintenance management practice for highway bridges in Vietnam

30. Chapter 23: Proposal of maintenance management system for existing bridges

31. Chapter 24: Toward maintenance of old stone bridges in Korea

32. Chapter 25: An outline of the APT bridge management software

33. Chapter 26: Development of a reconstruction strategy for the Angolan bridge network

34. Chapter 27: Dynamic programming for optimal bridge maintenance planning

35. Chapter 28: Optimal long-term single stage intervention strategies for road bridges

36. Chapter 29: Optimization of preventative maintenance strategies for bridges

37. Chapter 30: Service life design in concrete bridges

38. Chapter 31: A practical bridge management system using new multi-objective genetic algorithm

39. Chapter 32: Novel management system for steel bridges in Korea

40. Chapter 33: Egnatia Motorway bridge management systems for design, construction and maintenance

41. Chapter 34: East river bridges preventive maintenance program

42. Chapter 35: The potential applicability of the Life-Quality Index to maintenance optimisation problems

43. Chapter 36: Optimal cost allocation for improving the seismic performance of road networks

44. Chapter 37: Development of bridge maintenance planning support system using multiple-objective genetic algorithm

45. Part 4: Reliability analysis and optimal design of deteriorating structural systems

46. Chapter 38: Lifetime nonlinear analysis of concrete structures under uncertainty

47. Chapter 39: Probabilistic lifetime assessment based on limited monitoring

48. Chapter 40: Structural response evaluation of two-blade bridge piers subjected to a localized deterioration

49. Chapter 41: Stiffness matrices and genetic algorithm identifiers toward damage detection

50. Chapter 42: Influence of the corrosion damage scenarios on the residual life of bridge grillages

51. Chapter 43: Optimal design of deteriorating structural systems

52. Part 5: Design, operation and maintenance of high speed railway bridges

53. Chapter 44: Design issues for dynamics of high speed railway bridges

54. Chapter 45: Fatigue verification for railway bridges including resonance effects due to high speed trains

55. Chapter 46: Dynamic behavior of high speed railway bridges in interoperable lines

56. Chapter 47: Design and construction of structures for high-speed railway lines

57. Part 6: Application of structural system identification methods

58. Chapter 48: Structural health monitoring using dynamic responses with regularized autoregressive model

59. Chapter 49: Estimation of stiffness and mass properties from measured modal information

60. Chapter 50: Assessment of the dynamic displacements using acceleration data measured on bridge superstructures

61. Chapter 51: Evaluation of load carrying capacity of bridge based on ambient acceleration measurements

62. Chapter 52: System identification scheme using genetic algorithm for damage classification in beam-type structures

63. Chapter 53: Damage assessment of bridge superstructure using moving load tests

64. Part 7: Long-term signal analysis for the existing bridge health monitoring systems

65. Chapter 54: Statistical time series analysis of long-term monitoring results of a cable-stayed bridge

66. Chapter 55: Signal analysis from a long-term bridge monitoring system in a three dimensional self-anchored suspension bridge

67. Chapter 56: Behavior monitoring of the Korea Highway Corporation test road

68. Chapter 57: Bridge weigh-in-motion without axle-detector in a cable-stayed bridge

69. Chapter 58: Development of maintenance and monitoring system forYoung-Heung Bridge using the latest technologies

70. Chapter 59: Development of measuring data system of bridges by wireless transmission using fiber Bragg Grating sensor

71. Part 8: Damage assessment – strength and durability

72. Chapter 60: Application of a new metal spraying system for steel bridge Part 3. A report on 9 or 13 years experience with the spra

73. Chapter 61: Relationship between bearings type and their most common anomalies

74. Chapter 62: Residual structural performance of rolled H Members submerged in seawater for a long time and their anti-corrosion str

75. Chapter 63: Strength of corroded tapered plate girders under pure shear

76. Chapter 64: Accelerated exposure test of uncoated and metal-coated steels and its application

77. Chapter 65: Condition assessment of concrete bridges during demolition

78. Chapter 66: A new method for two-stage structural damage identification

79. Chapter 67: Hungerford River Bridge No. 7 – a case study of assessment from first principles

80. Chapter 68: Modelling the response of the New Svinesund arch bridge: FE model verification and updating based on field measurement

81. Chapter 69: Development of evaluation system for service life of concrete bridge deck structures

82. Chapter 70: Applications of acoustical techniques for detection and assessment of damage in aging structures

83. Chapter 71: Numerical modelling of damaged masonry arch bridges

84. Chapter 72: Bond-slip behavior of corroded reinforcing steel in concrete bridges

85. Chapter 73: West Mill Bridge – comparison of initial and long-term structural behaviour

86. Chapter 74: Road bridge expansion joints: Existing systems and most common defects

87. Chapter 75: Experimental and analytical model analysis of Babolsar’s steel arch bridge

88. Chapter 76: Study on safety alerting system of beam bridge

89. Chapter 77: Comparison between damage detection methods applied to beam structures

90. Chapter 78: Predictions of crack width for prestressed concrete deck slabs in box girder bridges

91. Chapter 79: Structural damage analysis for SHM system design of PC girder bridge with losing of prestress

92. Chapter 80: Masonry arch railway bridges in Austria: Sustainable historical structures for today’s traffic

93. Chapter 81: Numerical modeling and assessment of the shear key problems of FC girder bridges

94. Chapter 82: Degradation of structural performance – experiment introduction and expected results

95. Part 9: Assessment, monitoring and control of bridge vibrations

96. Chapter 83: Evaluation of dynamic properties of the Infant Dom Henrique Bridge

97. Chapter 84: Enhanced exploitation of bridge vibration measurements by Operational Modal Analysis

98. Chapter 85: Comparative study of system identification techniques applied to New Carquinez Bridge

99. Chapter 86: Analysis and control of vibrations of Guarda footbridge

100. Chapter 87: Human-induced vibrations on footbridges

101. Chapter 88: Clarification of the effect of high-speed train induced vibration on a railway steel box girder bridge by monitoring u

102. Chapter 89: Integrated monitoring of bridges by response measurements

103. Chapter 90: Cable-deck dynamic interactions at the International Guadiana Bridge

104. Chapter 91: Cost-effectiveness of bridge seismic retrofit using lead-rubber bearings

105. Chapter 92: A wireless sensor network for force monitoring of cable stays

106. Chapter 93: Dynamic testing of the Millau Viaduct

107. Chapter 94: Bridge displacement measurement system using image processing

108. Chapter 95: Output-only modal identification of lively footbridges

109. Part 10: Seismic and dynamic analysis

110. Chapter 96: Comprehensive parametric study on the performance of seismic-isolated bridges

111. Chapter 97: Proposed improvements to AASHTO effective damping equation for seismic-isolated bridges

112. Chapter 98: Using opposing spirals to enhance seismic behavior of reinforced concrete bridge columns

113. Chapter 99: Effects of strong winds on bridge-vehicle interaction for long span bridges

114. Chapter 100: Seismic capacity assessment of cable supported bridge considering material nonlinearity

115. Chapter 101: Seismic performance of hollow sectional columns with different portions of lap-spliced longitudinal bars

116. Chapter 102: Cost-effectiveness evaluation of MR damper system for cable-stayed bridges under earthquake excitation

117. Chapter 103: Performance evaluation tests of laminated rubber bearings for seismic isolation design of bridges

118. Chapter 104: Effect of variability in response modification factors on seismic damage of R-C bridge columns

119. Chapter 105: Influence of soundness degradation of railway viaducts on their dynamic response and site vibrations

120. Chapter 106: Dynamic analysis of railway bridges with random vertical rail irregularities

121. Chapter 107: Mitigation of buffeting response for a 800m cable-stayed bridge during construction

122. Chapter 108: Blast loading and earthquake effect on reinforced concrete structures

123. Chapter 109: Characteristics of lead rubber bearings for elastic response of bridges substructures

124. Chapter 110: Seismic risk management of highway bridges

125. Chapter 111: Performance-based design considering ageing of bridge rubber bearing

126. Chapter 112: Seismic retrofitting of bridges using slide bearings with bending-type anchor bars

127. Chapter 113: Numerical modeling and dynamic behavior of a railway concrete arch bridge over the Vindel River in Sweden

128. Part 11: Assessment of bridge repair and strengthening

129. Chapter 114: Bond quality survey of loaded RC beams with CFRP-plate repair using impulse-thermography

130. Chapter 115: Chloride determination for condition assessment and quality assurance by LIBS

131. Chapter 116: Nonlinear analysis of RC beams with externally bonded plates

132. Chapter 117: Parametric evaluation of CFRP patch effectiveness in fatigue repair

133. Chapter 118: Sustainable bridges: A European funded project for higher load and speed on railway bridges – WP6 repair and strengthe

134. Chapter 119: Lessons learnt from underwater FRP repair of corroding piles

135. Part 12: Handling uncertainty in analysis design

136. Chapter 120: Probabilistic evaluation of model uncertainties in concrete structures

137. Chapter 121: Handling uncertainty in reliability analysis of concrete structures

138. Chapter 122: Reliability of simplified analytical models for the analysis of FRP reinforced masonry frames

139. Chapter 123: The role of monitoring in the management of uncertainties and residual life of existing structures

140. Chapter 124: Excessive deflections of concrete bridges affect safety, maintenance and management

141. Chapter 125: Characterization of the structural performance of existing r.c. bridges and basic criteria for rehabilitation and refu

142. Chapter 126: Effective framework for seismic analysis of cable-stayed-bridges, Part 1: Modeling of the structure and of the seismic

143. Chapter 127: Effective framework for seismic analysis of cable-stayed-bridges, Part 2: Analysis’ results

144. Chapter 128: Reliability-based life cycle assessment for civil engineering structures

145. Chapter 129: Probabilistic durability of concrete bridge structures in Korea

146. Chapter 130: Performance analysis of a bridge – degradation, assessment and reliability modeling

147. Chapter 131: Uncertainties in probabilistic modeling of the load carrying capacity of bridges

148. Part 13: Probabilistic characterization and analysis of the properties of materials used in bridges

149. Chapter 132: Reliability based assessment of prestressed concrete bridges subject to creep using a coupling procedure

150. Chapter 133: Probabilistic creep model by Bayesian updating for design codes

151. Chapter 134: Failure analysis of FRP-strengthened concrete beams

152. Chapter 135: Designing with HSC for safety: Effect of age specification for characteristic strengths

153. Chapter 136: Designing and controlling concrete quality in the field for a 100-year life cycle

154. Chapter 137: Estimation of the in-situ concrete characteristics from building control results

155. Part 14: Politics and perception in life-cycle decisions

156. Chapter 138: Selling life-cycle concepts within the political system

157. Chapter 139: User costs in life-cycle cost-benefit (LCCB) analysis of bridges

158. Chapter 140: Governing issues and alternate resolutions for a state department of transportations’ transition to asset management

159. Chapter 141: A budget management approach for societal infrastructure projects

160. Chapter 142: Societal aspects of bridge management and safety in The Netherlands

161. Part 15: Safety of medium and long span bridge superstructures during the erection phases

162. Chapter 143: Importance of modal cross-correlation on wind loaded structures

163. Chapter 144: Steel bridges launching and safety against patch loading

164. Chapter 145: Safety of balanced cantilever and cable stayed bridges during construction

165. Chapter 146: Patch loading resistance of longitudinally stiffened plate girders

166. Chapter 147: Buckling of steel tied arches during erection

167. Chapter 148: Buckling resistance of steel bridge web during launching

168. Chapter 149: Safety sensitivity for temporary bridge erection conditions

169. Part 16: Status and findings of current BHM applications in the world

170. Chapter 150: A methodology and decision support system for scheduling inspections in a bridge network following a natural disaster

171. Chapter 151: Continuous monitoring of concrete bridges during construction and service as a tool for data-driven bridge health moni

172. Chapter 152: The current status of SHMBM engineering

173. Chapter 153: GNSS for bridge deformation: Limitations and solutions

174. Chapter 154: Development of a bridge management system for a freeway authority in Greece

175. Chapter 155: Monitoring performance of the Tamar suspension bridge

176. Chapter 156: Lesson learned from monitoring of long-span cable-supported bridges

177. Chapter 157: Cable hanger plate replacement; a case study on Bosporus Bridge

178. Chapter 158: Structural identification of constructed systems and the impact of epistemic uncertainty

179. Chapter 159: Service life prediction based on permanent output only monitoring

180. Chapter 160: Steel stringer bridge load rating based on field calibrated grid models

181. Part 17: Inspection and prediction of structural performance

182. Chapter 161: Bridge condition and health measures for needs analysis

183. Chapter 162: Prediction and analysis of deterioration of Moscow Bridges

184. Chapter 163: Bridge deck deterioration: A parametric hazard-based duration modeling approach

185. Chapter 164: Bridge inspections, a case for trained bridge inspectors

186. Chapter 165: Correlation between reduction in load capacity and structural condition of highway bridges

187. Part 18: Bridge inspection and monitoring

188. Chapter 166: Durability in B.O.T. bridge projects

189. Chapter 167: Post-mounted corrosion sensors, experiences and interpretation of data for use in service life models

190. Chapter 168: Bridge decks with GFRP – concrete composite sections

191. Chapter 169: Sensors in civil engineering infrastructures

192. Chapter 170: Strain Checker: Stethoscope for bridge engineers

193. Chapter 171: Health monitoring of structures using cement-based piezoelectric composites

194. Part 19: Fatigue analysis

195. Chapter 172: Serviceability and fatigue issues related to vibration of the cables of the Alamillo cable-stayed bridge in Sevilla (S

196. Chapter 173: Fatigue cracks of welds and their repair in steel spans of railroad bridge

197. Chapter 174: Fatigue behaviour of riveted steel lap joints

198. Chapter 175: Accurate fatigue stress determination in concrete railway bridges considering rail track – structure interaction

199. Chapter 176: Application of post-weld treatment methods to improve the fatigue strength of high strength steels in bridges

200. Chapter 177: Fatigue strength of web-gusset welded joint pasted with glass fiber reinforced polymer

201. Chapter 178: Ultrasonic impact treatment for life extension of bridges with cracked and crack susceptible welded details

202. Chapter 179: Fatigue lifetime estimation of Chunho steel box bridge on Han River

203. Chapter 180: Fatigue monitoring of steel railway bridges

204. Chapter 181: Probabilistic fatigue life estimates for riveted railway bridges

205. Chapter 182: Fatigue on metallic railway bridges: Methodology of analysis and application to Alcácer do Sal Bridge

206. Chapter 183: Fatigue life improvement of existing steel bridges

207. Part 20: Bridge owners benefits from probability-based assessment and maintenance management

208. Chapter 184: Principles for a guideline for probability-based management of deteriorated bridges

209. Chapter 185: Experience with probability-based assessment of bridges based upon the Danish Guideline

210. Chapter 186: The Öland bridge – a case study for probability-based service life assessment

211. Chapter 187: Probabilistic-based assessment of a concrete arch bridge

212. Chapter 188: Probability-based maintenance management plan for corrosion risk – a case study from Faro Bridges

213. Part 21: Reliability and risk management

214. Chapter 189: Reliability based assessment of the influence of concrete durability on the timing of repair for RC bridges

215. Chapter 190: Reliability-based calibration of dynamic load allowance of bridge by numerical simulation

216. Chapter 191: An application of the probabilistic SBRA method in bridge structures design

217. Chapter 192: Harnessing social perception of a bridge’s condition

218. Chapter 193: Probabilistic evaluation of time to corrosion initiation in RC elements exposed to chlorides: 2-D modelling

219. Chapter 194: Life cycle reliability assessment based on advanced structural modeling – nonlinear FEM

220. Chapter 195: Lifetime reliability profiles for evaluation of corroded steel girder bridges

221. Chapter 196: Structural reliability of the Tampico Bridge under wind loading

222. Chapter 197: Statistical inference for Markov deterioration models of bridge conditions in The Netherlands

223. Chapter 198: Lifetime seismic reliability analysis of deteriorating bridges

224. Chapter 199: Multi-objective probabilistic optimization of bridge lifetime maintenance: Novel approach

225. Chapter 200: Damage magnitude analysis of industrial accidents by risk curve

226. Chapter 201: Reliability-based life-cycle bridge management using structural health monitoring

227. Part 22: Seismic design and retrofitting strategies for bridges

228. Chapter 202: Application of displacement-based seismic analysis of bridges: Case study of the Taiwan Chi-Chi earthquake

229. Chapter 203: Advancements in seismic vulnerability assessment and retrofitting strategies

230. Chapter 204: Seismic vulnerability assessment of bridges in Germany

231. Chapter 205: Full-scale pseudo dynamic test for bridge retrofitted with base isolations

232. Chapter 206: ANN-based damage detection using dynamic responses of seismically isolated bridge structure

233. Part 23: Bridge testing and assessment

234. Chapter 207: Technical evaluation of the bridge crossing Olt River in Râmnicu Vâlcea – Romania

235. Chapter 208: Multi mapping in evaluation of concrete bridges

236. Chapter 209: Damage detection using reflectorless electronic distance measurements: Results of the first epochs

237. Chapter 210: Statistical damage detection of structures by using system identification with 1-norm based regularization

238. Chapter 211: Evaluation and rating of damaged steel I-girders

239. Chapter 212: On the detection of damage in bridge structures using dynamic testing

240. Part 24: Research needs for BHM systems of the future and benchmark studies

241. Chapter 213: Bridge assessment under uncertain parameters via interval analysis

242. Chapter 214: Suggestions for future research, development and application of bridge health monitoring systems

243. Chapter 215: Development of a benchmark problem for bridge health monitoring

244. Chapter 216: Application of ARMAV for modal identification of the Emerson Bridge

245. Chapter 217: Improvement of seismic performance of the Toyosato Bridge with base isolation and response control

246. Chapter 218: Residual strength prediction of reinforced bridge piers under seismic risks

247. Part 25: Integration of bridge management and bridge monitoring

248. Chapter 219: Health monitoring system using learning system

249. Chapter 220: Damage identification method for bridges from a pseudostatic formulation of bridge-vehicle interaction system

250. Chapter 221: Impact acoustics of concrete structures by applying discrete wavelet transform

251. Chapter 222: Predictive SHM-supported deterioration modelling of reinforced concrete bridges

252. Chapter 223: Development of BMS for a large number of bridges

253. Chapter 224: Implementation of bridge management system in Aomori prefectural government, Japan

254. Chapter 225: Condition evaluation standards and deterioration prediction for BMS

255. Chapter 226: Health monitoring of steel bridges using local vibration excitation

256. Chapter 227: A system for field inspection of infrastructure in snowy cold regions using speech recognition

257. Chapter 228: Integrating bridge health monitoring into bridge management

258. Part 26: Innovative developments towards improving bridge seismic safety

259. Chapter 229: Bayesian updating of bridge fragility curves using sensor data

260. Chapter 230: Analytical assessment of the post-earthquake condition of self-centering versus traditional concrete bridge pier syste

261. Chapter 231: Seismic performance of unbonded columns and isolator built-in columns based on cyclic loading tests

262. Chapter 232: Seismic performance of reinforced concrete bridge columns encased in fiber composite tube

263. Chapter 233: Analysis of reinforced concrete bridge columns with shape memory alloy and engineered cementitious composites under cy

264. Chapter 234: Seismic upgrade of column-bent cap connections of Alaska bridges

265. Part 27: Soft computing in bridge engineering

266. Chapter 235: Application of soft computing techniques to safety management during bridge construction

267. Chapter 236: Imaging-based surface quality assessment of weathering steel bridge based on wavelet transform and support vector mach

268. Chapter 237: Development of standardized semantic model for structural calculation documents of bridges and XML schema matching tec

269. Chapter 238: Application of PSO algorithm to damage identification for concrete bridges

270. Chapter 239: Monitoring of early age shrinkage using image analysis and it’s use in the repair of bridges

271. Chapter 240: Development of an internet para-stressing system for intelligent bridge

272. Chapter 241: Optimal intervention strategies for multiple bridges during catch-up periods using age equivalents

273. Chapter 242: Bayesian regression modeling of concrete carbonation depth for inclusion in J-BMS

274. Chapter 243: Long-term monitoring of concrete bridges by direct combination of experimental and mechanical analysis

275. Chapter 244: Development of a web-based database system for management of existing bridges in theYamaguchi prefecture, Japan

276. Part 28: Loads and testing

277. Chapter 245: AASHTO-LRFD live load distribution: Limitations and applicability

278. Chapter 246: Numerical model for bridge-vehicle interaction and traffic-induced vibration investigation

279. Chapter 247: The probability of extreme load effects in bridges subject to dynamic vehicle-bridge interaction

280. Chapter 248: NCHRP project 20-07/task 122: Load rating by load and resistance factor evaluation method

281. Chapter 249: Investigating truck load effects using bridge weigh-in-motion system

282. Chapter 250: Design temperature load models for concrete slab bridges

283. Chapter 251: Prediction and influence of future traffic demands on Croatian highway bridges

284. Part 29: Smart bridge technology

285. Chapter 252: A low power wireless sensor network for structural health monitoring

286. Chapter 253: Global smart bridge monitoring system

287. Chapter 254: Design approach and full implementation of intelligent SHM systems for bridges

288. Chapter 255: Monitoring of PC structure with distributed sensing techniques

289. Chapter 256: Damage detection of truss structures

290. Chapter 257: State-of-the-art and state-of-the-practice and guidelines of bridge health monitoring in the mainland of China

291. Chapter 258: Structural control of seismically induced pounding of elevated bridges by using magnetorheological dampers

292. Chapter 259: Development of bridge management system for expressway bridges in Japan

293. Chapter 260: Acceleration response energy method for damage identification of bridge structures

294. Chapter 261: SMARTE – Development and implementation of a long term structural health monitoring

295. Chapter 262: Use of mobile measuring system for bridge monitoring

296. Chapter 263: Structural health monitoring of Delaware’s Indian River Inlet Bridge

297. Part 30: Intelligent use of cathodic protection on bridges

298. Chapter 264: State-of-the-art on cathodic protection installations and innovative projects

299. Chapter 265: Cathodic protection as repair option for the Öland Bridge superstructure

300. Chapter 266: Benefits and challenges using cathodic protection from an owners point of view

301. Chapter 267: Cathodic protection of anchorages in deteriorated post-tensioned bridges

302. Chapter 268: Cathodic protection of the west bridge caissons and piers

303. Part 31: Bridge evaluation using field testing

304. Chapter 269: Experimental and numerical dynamic analysis and assessment of a railway bridge subjected to moving trains

305. Chapter 270: Effect of bridge live load based on 10 years of WIM data

306. Chapter 271: Evaluating ultimate bridge capacity through destructive testing of decommissioned bridges

307. Chapter 272: Fatigue performance of steel girder bridges based on data from structural monitoring

308. Chapter 273: Field test on the noise and the vibration of expansion joint

309. Part 32: Business intelligence and asset management

310. Chapter 274: Development of the inspection support system for bridge asset management

311. Chapter 275: An approach to integrating bridge and other asset management analyses

312. Chapter 276: The next generation of the Pontis Bridge management system

313. Chapter 277: The role of the bridge management system in bridge asset valuation

314. Chapter 278: Multi-objective optimization for bridge management

315. Chapter 279: Probabilistic model for aging of bridges

316. Part 33: Load and resistance assessment of railway bridges

317. Chapter 280: Structural assessment of concrete railway bridges: Non-linear analysis and remaining fatigue life

318. Chapter 281: Considerations for traffic loads in the assessment of existing railway bridges

319. Chapter 282: A new assessment method for masonry arch bridges

320. Chapter 283: General basis and criteria for the capacity assessment of European railway bridges

321. Chapter 284: Improved assessment methods for static and fatigue resistance of metallic railway bridges in Europe

322. Chapter 285: Development of a guideline for load and resistance assessment of existing European railway bridges

323. Part 33: Design and analysis

324. Chapter 286: Service and ultimate limit state of precast segmental concrete bridges with unbonded prestressing and dry joints

325. Chapter 287: Airtrain JFK – the longest segmental girder construction erected in the NewYork city environs

326. Chapter 288: Analytical prediction of displacement capacity and length limits of integral bridges

327. Chapter 289: Effect of thermal displacements on the performance of integral abutment-backfill system

328. Chapter 290: Development of a steel-concrete composite bridge deck with perfobond ribs

329. Chapter 291: Static performance of concrete encased composite columns with low steel ratio

330. Chapter 292: Unconventional high performance steel bridge girder systems

331. Chapter 293: Steel bridge system – simple for dead load, continuous for live load

332. Chapter 294: Experimental tests of behaviour of unconventional steel-soil structure

333. Chapter 295: An experimental study of soil-arch interaction in masonry bridges

334. Chapter 296: An analysis of simplified cable stayed bridge with FRP components

335. Chapter 297: Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck

336. Chapter 298: Flexural behavior of external prestressed H-beam

337. Chapter 299: In-plane buckling strength and design of parabolic arch ribs in uniform compression

338. Chapter 300: Field tests of prefabricated, composite girders

339. Chapter 301: Robustness of highway overpasses

340. Chapter 302: Neural network modelling of perfobond shear connector resistance

341. Chapter 303: Nonlinear analysis of prestressed concrete structures using unbonded tendon model

342. Chapter 304: Ultimate strength of compression members undergoing buckling interaction

343. Chapter 305: Numerical analysis of welding considering phase transformation

344. Chapter 306: Design guidelines for sole plates in the elastomeric bearing system

345. Chapter 307: Design and experimental analysis of a new shear connector for steel and concrete composite structures

346. Chapter 308: Cyclic loadings on steel and lightweight concrete composite beams

347. Chapter 309: Numerical analysis and assessment of a cable-stayed bridge during construction

348. Chapter 310: The collision behaviors between the navigating vessel and the fender systems against the medium collision event

349. Chapter 311: A modern concept of movable scaffolding systems

350. Chapter 312: Evaluation of performance on bridges with overloading trucks

351. Chapter 313: Research on lifetime performance-based bridge design method

352. Chapter 314: Ultimate strengths of partial composite beams considering long-term effects of concrete slabs

353. Chapter 315: Busan-Geogje fixed link: Concrete durability design for the bridges and tunnels

354. Chapter 316: Quasi-static tests on concrete encased composite columns

355. Chapter 317: Effects of thickness and yield strength of steel on peeling stress

356. Chapter 318: Side-by-side box-beam bridges – design for durability

357. Chapter 319: Pref lex beams: Structural optimization and analysis of economic advantages

358. Chapter 320: Characteristics of 3-D FRP sandwich panels for transportation infrastructure

359. Chapter 321: Mechanical properties of HPC and SCC cured in mass structures

360. Chapter 322: Durability design criteria for the Reno Bridge

361. Part 35: Measurement and monitoring

362. Chapter 323: Suitability of portable electrochemical techniques for determination of corrosion stage of concrete structures in on-s

363. Chapter 324: Detecting wire breaks in a prestressed concrete road bridge with continuous acoustic monitoring

364. Chapter 325: Study of masonry arch bridge limit states with acoustic emission techniques

365. Chapter 326: System for monitoring of steel railway bridges based on forced vibration tests

366. Chapter 327: Wavelet-based impact acoustic method for detecting interfacial separation of steel-concrete composite bridge

367. Chapter 328: A neural-network-based system for Bridge Health Monitoring

368. Chapter 329: Distributed strain measurement in steel slab-on-girder bridge via Brillouin optical time domain reflectometry

369. Chapter 330: Data processing for safety control of bridges in real time

370. Chapter 331: New method for detecting & measuring cracks on concrete using fiber optic sensors

371. Chapter 332: Computer benchmark for static and dynamic damage identification in bridges

372. Chapter 333: A real scale PC bridge for testing and validation of monitoring methods

373. Chapter 334: MEMS-based sensor networks for bridge stability safety monitoring during flood induced scour

374. Chapter 335: Acoustic emission analysis techniques for wireless sensor networks used for structural health monitoring

375. Chapter 336: Ground anchorage tension force monitoring by using magnetostrictive method

376. Chapter 337: Monitoring an interstate highway bridge with a built-in fiber-optic sensor system

377. Chapter 338: Monitoring of fatigue crack by field signature method

378. Chapter 339: Multiplexed fibre Bragg grating sensor system for bridge monitoring applications

379. Chapter 340: Field observations on concrete box girder railway bridges

380. Chapter 341: Assessment and condition monitoring of a concrete railway bridge in Kiruna, Sweden

381. Chapter 342: Fuzzy-based variable gain approach for controlling cable-stayed bridges

382. Chapter 343: Development of safety warning system for infrastructures

383. Chapter 344: Development of strain sensor holders to be applied to the monitoring of metallic structures

384. Chapter 345: Design and installation of the optic based monitoring system applied to the Luiz I Bridge

385. Chapter 346: Design and implementation of the new structural monitoring system of the Tagus river suspension bridge

386. Chapter 347: Health monitoring of large Adriatic bridges

387. Chapter 348: Cable stayed bridges. Failure of a stay: Dynamic and pseudo-dynamic analysis of structural behaviour

388. Chapter 349: Monitoring of a bridge-deck using long-gage optical fiber sensors with a pulsed TOF measurement technique

389. Chapter 350: Live-bed bridge scour monitoring system development using fiber Bragg grating sensors

390. Chapter 351: Assessment and monitoring of cable stayed bridges

391. Chapter 352: In-situ materials analysis for health monitoring of bridges

392. Chapter 353: Structural system identification in time domain using a time windowing technique from measured acceleration

393. Chapter 354: Toward more practical BMS: Its application on actual budget and maintenance planning of a large urban expressway netwo

394. Part 36: Life cycle costing

395. Chapter 355: Lifecycle design module for project level bridge management

396. Chapter 356: Risk based approach of Life Cycle Management Systems

397. Chapter 357: Maintenance management from an economical perspective

398. Chapter 358: New trends in bridge management systems: Life cycle assessment analysis

399. Chapter 359: Probabilistic approach for predicting life cycle costs and performance of bridges

400. Part 37: Bridge condition assessment using combined non-destructive testing methods

401. Chapter 360: Current use of NDT in bridge condition assessments

402. Chapter 361: Trends in bridge condition assessment using non-destructive testing methods

403. Chapter 362: Verifying design plans and detecting deficiencies in concrete bridge using GPR

404. Chapter 363: Crack depth determination at large concrete structures using scanning impact-echo-techniques

405. Chapter 364: Development and combined application of NDT echo-methods for the investigation of post tensioned concrete bridges

406. Chapter 365: Concrete railway bridges – taxonomy of degradation mechanisms and damages identified by NDT methods

407. Part 38: Durability performance of bridges in severe environments

408. Chapter 366: Durability of bridges in severe environments: The high quality cover plus monitoring-approach

409. Chapter 367: Durability design of concrete structures in marine environment

410. Chapter 368: Chloride penetration into silica fume concrete after 10 years of exposure in Aursundet Bridge

411. Chapter 369: Effect of blast furnace slag on chloride penetration into concrete bridges

412. Chapter 370: Improving durability through probabilistic design

413. Part 39: Civil structural health monitoring

414. Chapter 371: Monitoring with fiber optic sensors of a cable-stayed bridge in the Port of Venice

415. Chapter 372: Distributed fiber optic strain and temperature sensing for structural health monitoring

416. Chapter 373: Development of structural health monitoring methodologies for cable-stayed bridges by fiber optic sensors

417. Chapter 374: Determination of concrete properties by fiber optic sensor

418. Chapter 375: Multiple fiber optic twin-sensor-array based on Michelson optical low-coherence reflectometer

419. Chapter 376: Intrinsic polymer optical fiber sensors for civil infrastructure systems

420. Chapter 377: Implementation of a fiber Bragg grating sensor network for structural monitoring of a new stone bridge

421. Chapter 378: Implementation of a fiber Bragg grating sensor network for structural monitoring of a rehabilitated metallic bridge

422. Chapter 379: The deterioration of concrete deck slabs in bridges – A Canadian experience

423. Chapter 380: Weighing-in-motion of truck axle weights through a bridge

424. Chapter 381: Comparing conventional and innovative bridge deck options: A life cycle engineering and costing approach

425. Chapter 382: ISIS Canada educational modules on fibre reinforced polymers and structural health monitoring

426. Chapter 383: Performance of concrete bridge deck slabs reinforced with glass FRP composite reinforcing bars

427. Chapter 384: Fatigue and static investigation of innovative steel free bridge decks

428. Chapter 385: Salmon River steel-free bridge deck – 10 year review of field performance

429. Chapter 386: Experimental modal analysis of a cable-stayed bridge

430. Chapter 387: Assessment and NDE of FRP rehabilitation of bridge deck slabs at systems level

431. Chapter 388: Innovative seismic design of bridges of the South Carolina Department of Transportation (SCDOT)

432. Chapter 389: Operational modal analysis for long-term bridge performance monitoring

433. Chapter 390: Development of a field useable interrogation system for RF cavity wireless sensors

434. Part 40: Repair and strengthening

435. Chapter 391: Planning and working of overall recoating for long-span bridges

436. Chapter 392: Experimental research on the prestressed concrete main beams of road bridge strengthened by CFRP tapes under static lo

437. Chapter 393: Strengthening steel beams using bonded carbon-fibrereinforced polymers laminates

438. Chapter 394: Rehabilitation of fatigue cracks in welded gusset joint using CFRP strips

439. Chapter 395: Alcácer do Sal Bridge – rehabilitation and strengthening

440. Chapter 396: Vouga Bridge – rehabilitation and strengthening

441. Chapter 397: Safety evaluation based on required strength for reinforced concrete members

442. Chapter 398: Application of CFRP sheets with high fiber density in strengthening RC slabs subjected to fatigue load

443. Chapter 399: Black river parkway viaduct bearing replacement

444. Chapter 400: Rehabilitation of the U.S. route 46 bridge over Overpeck Creek

445. Chapter 401: Renovation problems of historical concrete bridges

446. Chapter 402: Study of stress distribution of cracked steel plate with single sided CFRP material patching

447. Chapter 403: Strengthening of composite beams with external tendons using a rating factor equation

448. Chapter 404: Evaluation of safety for repair work with welding – features of thermal stress generated by cutting

449. Chapter 405: Rehabilitation of the Barra Bridge – the strengthening side

450. Chapter 406: Rehabilitation of the Barra Bridge – the repair side

451. Chapter 407: Numerical analysis of two-way concrete slabs with openings strengthened with CFRP

452. Chapter 408: Strengthening of concrete structures by external prestressing

453. Chapter 409: Applicability of welding for repair/reinforcement of overage bridges

454. Chapter 410: Evaluation of reinforcement effect of deteriorated PSC beam through cutting its external tendons

455. Chapter 411: Some efficient solutions for bridge reconstruction

456. Chapter 412: Mineral based bonding of CFRP to strengthen concrete structures

457. Chapter 413: Repair of a historical stone masonry arch bridge

458. Chapter 414: Study on the risk of scaffolding works exposed to strong wind

459. Chapter 415: Strengthening steel bridges with new high modulus CFRP materials

460. Chapter 416: Developments in FRP strengthening of railway bridges in the UK

461. Chapter 417: FRP strengthening of masonry arches towards an enhanced behaviour

462. Chapter 418: Fiber Reinforced Cementitious Matrix (FRCM)-advanced composite material and emerging technology for retrofitting concr

463. Chapter 419: Rehabilitation of the Figueira da Foz Bridge

464. Chapter 420: Multi-stepwise thermal prestressing method for strengthening of concrete structures

465. Chapter 421: Reinforcement and protection of the Tâmega Railway Bridge

466. Back Cover