(Ebook) Bridge Maintenance Safety Management Health Monitoring and Informatics 1st Edition by Hyun Moo Koh, Dan Frangopol ISBN 0415468442 9780415468442

(Ebook) Bridge Maintenance Safety Management Health Monitoring and Informatics 1st Edition by Hyun Moo Koh, Dan Frangopol ISBN 0415468442 9780415468442

(Ebook) Bridge Maintenance Safety Management Health Monitoring and Informatics 1st Edition by Hyun Moo Koh, Dan Frangopol - Ebook PDF Instant Download/Delivery: 0415468442, 9780415468442
Full download (Ebook) Bridge Maintenance Safety Management Health Monitoring and Informatics 1st Edition after payment

Product details:

ISBN 10: 0415468442 
ISBN 13: 9780415468442
Author: Hyun Moo Koh, Dan Frangopol

Collection of 550 revised, state-of-the art contributions on most recent advances in bridge maintenance, safety, management and life-cycle performance from leading experts in this area.

(Ebook) Bridge Maintenance Safety Management Health Monitoring and Informatics 1st Table of contents:

1. Conference organization
2. T. Y. Lin Lecture
3. Fatigue of steel bridge infrastructure
4. Keynote Lectures
5. Managing seismic performance of highway bridges – Evolution in experimental research
6. Cost-effective and durable cable-stayed bridges
7. A new concept of orthotropic steel bridge deck
8. Health monitoring of structures & related education and training needs of civil engineers
9. Practical implementation of probability based assessment methods for bridges
10. Bridge monitoring in Japan: The needs and strategies
11. Bridging capacity innovations on cable-supported bridges
12. Overcoming technological challenges to create new values for bridges
13. Technical Contributions: Advanced and high performance materials
14. Advanced and high performance materials
15. Durability of bridges made of advanced composite materials
16. Analytical study on the performance of reinforced high-strength concrete bridge columns
17. Use of steel fibre concrete to eliminate shear reinforcement in pretensioned concrete beams
18. Durability of Structural Composite Lumber in bridge applications
19. Development of Self-Consolidating Concrete for bridge construction and repairs
20. On the use of duplex stainless steels in bridge construction
21. Self-consolidating lightweight concrete – Excellent material for bridge applications
22. Assessment and control of bridge vibrations
23. Detection of bridge damages by recognition of non-linear dynamic effects
24. Experimental dynamic analysis of steel concrete composite railway bridges: The Sesia viaduct on the
25. Excitation of pedestrian structures during marathon events
26. A novel active mass damper for vibration control of bridges
27. Analysis of fuzzy active control for traffic-induced vibration of highway girder bridge
28. Sensitivity-based optimal design of damper connecting system for vibration control of parallel bridg
29. Bridge 200 toward durable bridge
30. Research project “Bridge 200”
31. Development of FRP bridge decks in Korea
32. Development of FRP-concrete composite bridge deck system
33. Development of Ultra High Performance Cementitious Composites (UHPCC) in Korea
34. Flexural strengthening of RC structures with externally unbonded prestressed CFRP plates
35. Bridge scour countermeasures to minimize bridge failures during floods
36. Bridge codes
37. Distribution of demand in single-column-bent viaducts with irregular configuration in longitudinal d
38. Effective length factor of X-bracing system
39. Monitoring system of suspension bridges and the utilization of recorded data
40. Reliability analysis of composite girder under positive and negative flexure designed by LRFD method
41. Flexural design of prestressed high-strength concrete girders
42. Strength prediction on the stiffened plates in compression
43. Strength of fillet welded splices of SM570-TMC, extra thick plates
44. Safety of ductility demand based seismic design for bridge columns
45. An experimental investigation of the ultimate flexural behavior of steel tub girders with top latera
46. Reliability based calibration of limit state bridge design code with material and member resistance
47. Bridge E-8 in the new railroad of high velocity to the northwest of Spain
48. A simple iterative method for determining the effective length of structural members in steel cable-
49. The influence of friction/sliding behavior of rubber bearing to the seismic performance of highway b
50. Ultimate flexural strength of hybrid composite girders at sagging bending
51. Bridge inspection and diagnostics
52. Application of data fusion technology on scour and siltation monitoring in river bed
53. Special tests of two post-tensioned concrete viaducts
54. Active lamb wave propagation-based damage detection and location for steel plate
55. Settlement prediction model for pile foundation based on field observation
56. Ambient vibration of stay cables used for damage detection in cable-stayed bridge
57. Specials inspections and maintenances of prestressed concrete in Rio-Niterói Bridge
58. Non-destructive testing of suspender ropes with magnetostriction
59. Judging suitability of arch bridges for higher axle loading by load testing
60. Health assessment of pre-stressed concrete girder bridges by non-destructive testing
61. Optimal inspection and maintenance strategies for bridge network using supply and demand approach
62. Experimental investigations on the strength behavior of box beam and circular column connections
63. Nondestructive evaluation of effective prestress using the core-drilling method
64. Bridge safety management system by using Bridge Inspection Robot
65. Matrix based cable-stay bridge cable force and deck elevation adjustments and FEM updating
66. A regularization scheme for displacement reconstruction using measured structural acceleration data
67. Dynamic testing of existing bridges for high speed trains
68. Concrete bridge deck condition assessment with automated multisensor techniques
69. Parameter estimation of concrete bridge using ambient acceleration measured by wireless measurement
70. Impact-Echo scanning for grout void detection in post-tensioned bridge ducts – Findings from a res
71. Bridge management systems
72. Design and implementation of a new bridge management system for the Ministry of Transport of Québec
73. Comprehensive lightning protection technologies for mechanical and electrical systems of Sutong brid
74. Risk evaluation and management for road maintenance on urban expressway based on HELM (Hanshin Expre
75. Asset management system development
76. Development of a smart-client based bridge management and maintenance system for existing highway br
77. A new Bridge Management System for the National Department of Transportation of Argentina
78. Development of a bridge maintenance decision support module for Taiwan Bridge Management System
79. Optimization of bridge management policies on the French national roads network
80. Bridge management: A challenge for local authorities
81. A condition index based on the concept of apparent age
82. Design of the standardized measuring system for the integrated safety management of bridge structure
83. Bridges for high-speed railways
84. Steel bridges for high speed railways – Design regarding fatigue and durability
85. Dynamic response of the Cahir Viaduct – An investigation into the derailment of a freight train
86. A comfort limit for evaluating the serviceability due to bridge vibration
87. Vibration control through TMDs in high-speed railway bridges
88. DETAILS: A research project for improvement of analysis, design and durability of HS railway bridges
89. Dynamic testing and numerical modelling of a typical short span high-speed railway bridge
90. Development of an efficient finite element model for the dynamic analysis of the train-bridge intera
91. Fatigue assessment of composite bridges for high speed railway traffic
92. Experimental modal analysis of a twin composite filler beam railway bridge for high-speed trains wit
93. A study of the lateral dynamic behaviour of high speed railway viaducts and its effect on vehicle ri
94. Damage assessment
95. Evaluating composite steel girder-concrete slab bridge beams using simplified plastic analysis
96. Improving bridge component deterioration forecasting precision
97. Stochastic subspace-based structural identification and damage detection – Application to a long s
98. Structural safety of historical stone arch bridges in Korea
99. Realistic estimation method of moment redistribution in reinforced concrete beams based on the analy
100. Probabilistic analysis of the structural behaviour of a bridge prestressed concrete beam
101. Gi-Lu Cable Stayed Bridge – From earthquake damage to full recovery
102. Stress monitoring of steel girder bridges with different boundary conditions
103. Evaluation of compressive stiffness of elastomeric bearings
104. Effect of soil-bridge interaction and continuity on live load distribution in integral bridges
105. Application of the analytic hierarchy process in performance evaluation of existing concrete cable-s
106. Analysis of box girder bridges using finite elements and AASHTO-LRFD
107. Nonlinear finite element analysis of precast segmental prestressed concrete bridge piers
108. Advanced numerical study of asphaltic surfacings on orthotropic steel deck bridges
109. Estimation of damping characteristics for cable using system identification scheme
110. Self-adapting models of bridge degradation
111. Computational model generation based on 3D CAD digital data of RC bridges
112. Artificial Intelligence: Historical development and applications in civil engineering field
113. Safety factor prediction for steel cable-stayed bridges by iterative eigenvalue analysis
114. Damage assessment of existing bridges
115. Evaluation of load-carrying capacity of the damaged bridge model using the updated FE model
116. Detection of sudden damages of structure by regularized autoregressive model using measured accelera
117. Internal damage localization in a thick plate using moving sensing windows
118. Hybrid health monitoring technique for PSC girder using wireless sensing and embedded monitoring alg
119. Regularization of inverse problem for damage detection
120. Feasibility investigation of health monitoring from traffic-induced vibration data of bridge
121. Localization of damage in a bridge using measured response signals
122. Design and analysis
123. Stonecutters bridge – Design for operation
124. Strut-and-Tie Method for FRP strengthened deep RC members
125. Design of the Machang Mainbridge
126. Durability of suspension bridge with multi main spans
127. Effect of main steel corrosion on the stiffness of corroded reinforced concrete beams
128. Optimum life-cycle-cost design for bridge structures considering damage probability
129. The study on the methods for slimming bridge
130. Design of deck continuity details for steel and prestressed concrete bridges
131. Reliability-based optimum design of high-speed railway bridges considering structure-rail interactio
132. Cyclic response of the precast SRC bridge piers
133. General design method for the shear connection according to failure modes
134. Structural system durability through jointless bridge decks
135. Modal flexibility-based FEM model updating for bridges
136. Optimal design of a steel box girder bridge considering aesthetics
137. Complex shapes and innovative technologies for bridges
138. Reliability-based design optimization using a response surface method
139. Durability design procedure of concrete structures in Korea using partial safety factor format
140. Analysis of static behavior of CFTA girder
141. Durability analysis of RC bridges using Monte-Carlo simulation
142. System stability design of cable-stayed bridges based on elastic/inelastic system buckling analyses
143. Experimental research on passive cable dampers’ performance
144. Conformity control of concrete based on the “concrete family” concept
145. Effective slab width in steel-concrete composite girder bridges
146. Preference-based optimal maintenance planning for deteriorating bridges
147. Analysis of steel-soil bridge structure made of corrugated plate
148. Introduction of design for concrete filled steel tubular arch girder with external tendons
149. Design expectations, monitoring response and maintenance decisions
150. Design expectations and monitoring response of the Certosa fly-over in Milan (Italy)
151. Statistical monitoring of concrete structures and cable-stayed bridges
152. Short and long term monitoring for maintenance and retrofitting of existing bridges
153. The structural analysis of the Messina Strait Bridge
154. Influence of large displacements on the structural stability of cable supported bridges
155. Wind-induced fatigue assessment in main cables and hangers of suspension bridges
156. Introduction of the Bridge Inspection Robot Development Interface (BIRDI)
157. Development of the advanced robot systems for bridge inspection and monitoring
158. Robotic diagnosis system for detection of bridge structures
159. Development of bridge inspection robot system: Wall climbing robot and flying robot
160. Bridge inspection robot system with novel image processing
161. Intelligent bridge management system based on the image data from robotic devices
162. Optimum NDT using infrared thermography for defected concrete
163. A development of repair mechanism and control technologies for bottom part of concrete bridge
164. Fatigue analysis
165. Evaluation of fatigue strength of one riveted historical railway bridge
166. Global-local finite element analysis of riveted railway bridge connections for fatigue evaluation
167. Fatigue of riveted metal structures
168. Managing fatigue susceptible details on critical railway bridges at CN
169. Influence of the fatigue resistance of duplex steel on the bridge design – A span length investiga
170. Fabrication procedure effects on fatigue resistance of steel orthotropic deck welds
171. Estimation of low-cycle fatigue strength of steel structural members under earthquake loading
172. Variability analysis of fatigue crack growth rates of materials from ancient Portuguese steel bridge
173. Assessment of the coupled effect of corrosion-fatigue on the reliability of RC bridges
174. An optimal design of TMD for the improvement of fatigue reliability of steel-composite high-speed ra
175. Fatigue damage of orthotropic steel bridge decks and its retrofit
176. Fatigue design for highway bridge ancillary structures
177. Fiber reinforced composites in bridges
178. On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge
179. Shaping composite bridges for traffic and the environment
180. A study on the dynamic behavior of a CFRP cable
181. Composite ‘Delta Deck’: The promising bridge deck for new and rehabilitated bridges
182. Advanced removable connection for glass fiber reinforced polymer bridges
183. Full pultruded FRP profile structures
184. Health monitoring
185. Detachable sensor for bridge cable maintenance and safety
186. Stock Condition Index analyses response to Bridge Condition Index determinations
187. Traffic-induced vibration of bridges: Input force identification
188. Turning the Humber Bridge into a smart structure
189. Application of data fusion in the safety monitoring of Sutong Bridge foundation
190. Remote measurement of crack length in sacrificial test piece by self-reference lock-in thermography
191. Wind-induced vibrations and countermeasures for cable systems on long-span bridges
192. Structural monitoring of a bridge prestressed concrete beam under loading
193. Application of InSAR on ground deformation in the location of Sutong Bridge
194. Long-term structural health monitoring of the Torino’s pedestrian cabled-stayed bridge
195. Identifying bridge damage using Brillouin Optical Fiber Sensing
196. Innovative treatment of monitoring data for reliability-based structural assessment
197. Life-cycle monitoring of the structural configuration of a suspension bridge
198. Bridge monitoring while partial demolition under traffic
199. Development and implementation of a low-cost, continuous bridge health monitoring system
200. Structural health monitoring of civil infrastructures using MEMS-based technologies
201. Error-resilient routing for wireless SHM powered by solar cells
202. Correlation analysis on long term monitoring data of Donghai Bridge
203. Low-latency routing for wireless SHM powered by solar cells
204. Health monitoring for corrosion detection in reinforced concrete bridges
205. Investigation of the relationship between displacement and acceleration in nonlinear dynamics using
206. The application of the frequency-shifted feedback laser optical coordinates measurement system for f
207. Bridge-Weigh-In-Motion based on strain measurement of vertical stiffeners
208. An FIS and AHP based on line evaluation system on Donghai Bridge
209. Structural health monitoring of complex structural systems using adaptive models
210. Information technology for lifetime management of bridge
211. A Strategy for IT-based lifetime management of bridge
212. Use of information technology in a regional bridge management contract
213. Development of a structural health monitoring system with wireless sensor networks
214. Development of a multi-purpose remote health monitoring system for existing bridges
215. Automated identification of modal properties in a steel bridge instrumented with a dense wireless se
216. Downsizing seismic sensing system and its implementation
217. SHM sensor networking with remote powering and interrogation
218. Development of an advanced inspection system for weathering steel bridges based on digital image rec
219. A study on the self-anchored suspension bridge behavior using GPS
220. SHM role in Bridge Life Cycle Analysis (BLCA)
221. Interoperable information model based on IFC for the cable-stayed bridge monitoring system
222. An automatic crack recognition system for concrete bridge inspection by image processing approach
223. Innovative construction technology
224. Erection of asymmetric pylon table and geometry control of Machang cable-stayed bridge
225. Experimental study on the stability of temporary support for girder construction
226. Design of Cheong-Poong (steel-concrete hybrid cable-stayed) bridge
227. Influence of initial imperfections on stability of temporary support for bridge girder
228. Analysis for initial equilibrium condition and erection stages of Sorok (Self-Anchored Suspension) B
229. Seosang bridge movable scaffolding system
230. The construction of Machang cable-stayed bridge
231. Construction planning and analysis of six continuous extradosed PSC bridge
232. Underpass in the street O’Donnell in Madrid
233. Construction of P.S.C. Box girder bridge (F.C.M) which pre-compensation method is applied to
234. Large scale cyclic tests of precast segmental concrete bridge columns with unbonded post-tensioning
235. Key-segment closing method using artificial heat for partially earth-anchored cable stayed bridges w
236. Highway bridges made of circular hollow sections
237. Monitoring of early stage prestress change of long span steam-cured concrete box girder with pretens
238. Effect of deformation of spans on serviceability of composite highway bridge
239. Integrated assessment – Practical application of probabilistic methods
240. Guideline for probabilistic assessment of deteriorated bridges
241. Optimization of special inspections of concrete bridges
242. Probability based assessment of railway bridges in Denmark – Previous applications, current state
243. Probability based assessment of motorway bridges in Denmark
244. Probability based assessment of a large riveted truss railway bridge
245. Integrating health monitoring and lifecycle management of bridge and highways
246. Integrating human, natural and engineered systems and associated paradigms for infrastructure asset
247. Structure and infrastructure health monitoring as a key enabling paradigm for integrated asset manag
248. Integration of health monitoring in asset management in a life-cycle perspective
249. Challenges for asset management inW-Europe
250. Effective bridge management using ABMS
251. Development of BMS and possibility of performance based contracting using BMS
252. A study on LCC prediction for bridge management taking future uncertainty into account
253. Load testing and analysis of bridges missing critical documentation
254. Integrating health monitoring in asset management
255. Integrative research supporting decision making for bridges
256. Development of affordable GPS displacement monitoring system
257. Methods for measuring structural deflection and applications to bridge deck performance monitoring
258. Experimental identification of multiple oscillation frequencies using GPS
259. Real-time dynamic monitoring with GPS and georobot during Sutong Bridge construction
260. The safety assessment method of existing large span steel structural members
261. A mechanical model of steel frames with joint damages
262. Statistic analysis of a prototype structural health monitoring system for the Nanpu Bridge in Shangh
263. The analysis of GPS single epoch positioning algorithm based on the deformation monitoring
264. Deformation analysis of the supporting towers of the Nanpu Bridge from GPS measurements
265. Deformation monitoring and analysis of high pylon of Su-Tong Bridge in construction
266. The statistical investigation on one year GPS monitoring data from Donghai Bridge Health Monitoring
267. Nonlinear dynamic responses of large span hybrid structures under multi-dimensional seismic excitati
268. Research into the use of GNSS to monitor the deflections of suspension bridges, and the role of the
269. Deflection monitoring of bridges: A case study of the Forth Road Bridge
270. Recent progress in GNSS-based long bridge deformation monitoring
271. Investigation on the severe corroded steel girder bridge, Hakkeibashi-Bridge
272. System of partial safety factors in reliability-based bridge assessment
273. Bridge management system for national highway network in Korea
274. Autonomous bridge inspection and monitoring based on the robotic systems
275. Development of inspection robot to PSC box bridge using digital image processing
276. Quantification models of bridge condition and performance
277. Structural behaviors of Seohae cable-stayed bridge affected by temperature
278. Influences of diffusion coefficient and verification of validity on prediction of chloride induced d
279. Life cycle costing
280. Life time assessment of steel bridges via monitoring and testing
281. Life cycle cost evaluation of neutralized reinforced concrete bridges subjected to earthquake
282. Degradation, repair methods and real service life of soil steel composite bridges in Sweden
283. Study on function extension of an existing PC rigid frame bridge during its life cycle
284. Residual life assessment of steel girder bridges
285. Application of a new metal spraying system for steel bridges Part4. Reference product service life p
286. Resource allocation for seismic retrofit of highway network
287. Probabilistic cost model for bridge integrated project delivery and management
288. Reliability analysis for bridge piles
289. Influence of chloride ion diffusion coefficient on the service life of concrete structures subjected
290. Damage to structures due to increasing traffic numbers related to service life predictions
291. Optimal design of cable-stayed bridges based on minimum life-cycle cost
292. Design planning decision for deteriorating wearing surfaces based on whole-life design considering l
293. Optimal seismic design of cable-stayed bridges based on LCC concept
294. Life-cycle structural engineering
295. Structural geometry effects on the life-cycle performance of concrete bridge structures in aggressiv
296. FRP reinforced concrete: Reliability assessment for life-cycle analysis
297. Seismic performance upgrading of existing bridge structures
298. Estimation of fatigue life for suspension bridge hangers under wind action and train transit
299. Life-cycle bridge management considering member interference
300. Bridge maintenance strategy based on life-cycle cost and rebuild cost stabilization
301. Damage modeling and life-cycle reliability analysis of aging bridges
302. Lifetime-perspective design of Kwangyang suspension bridge with main span 1545m
303. The planning and design of the long-span suspension bridge connecting Myodo and Gwangyang in Korea
304. Wind resistance design of Kwangyang Bridge
305. Planning, design and construction of the largest concrete pylon in the world
306. The design for anchorage of sea-crossing long-span suspension bridge
307. IDC for economical and safe design for the suspension bridge connecting Myodo and Gwangyang
308. The innovative construction method for the long-span suspension bridge connecting Myodo and Gwangyan
309. The planning of ship collision protections based on risk analysis
310. Measurement and evaluation of data from wind observation station in Gwangyang
311. Vehicle-structure dynamic interaction by displacement constraint equations and stabilized penalty me
312. Loads and capacity assessment
313. Evaluation of ultimate capacity of deteriorated reinforced concrete bridge columns
314. Load test of bonded post-tensioned concrete beams with corroded tendon
315. The bridges and the floods
316. 3 DOFs collision model for the analysis of bridge super-structures and deck house collision
317. Modelling granular soil to predict pressures on integral bridge abutments
318. Assessment of bridge capacity through proof load testing
319. Micro-simulation modelling of traffic loading on medium- and long-span road bridges
320. Nonlinear analysis of PSC structures with internal tendon by strengthened using external tendon
321. Enhancement of bridge serviceability due to a strong wind
322. Comparison of theoretical and measured temperature distributions for concrete slab bridges
323. Numerical analysis of old masonry bridges supported by field tests
324. Input ground motion for seismic design considering near fault effects in stable continental regions
325. Calculation of dynamic interaction of train and an arch bridge
326. Structural behavior of corroded reinforced concrete structures
327. Field evaluation of dead and live load hanger rod stresses in a continuous steel girder bridge
328. Dynamic behaviour of soil-steel road bridge made from corrugated plates
329. Development of live load model usingWeigh-In-Motion data
330. Bridge safety analysis considering heavy truck loading
331. Behaviors of bracing members in U-type trapezoidal steel box girders
332. Monitoring and assessment of bridges using novel techniques
333. Wireless sensor networks for model based bridge monitoring
334. Structural health monitoring and passive vibration control of an Austrian road bridge
335. Recent Austrian activities in bridge monitoring
336. Computational model updating for bridge maintenance planning
337. AIFIT – user orientated identification for infrastructure, theory
338. AIFIT – user orientated identification for infrastructure, application
339. Stochastic nonlinear finite element analysis of bridges
340. Overview of 40 bridge monitoring projects using fiber optic sensors
341. Reliability assessment of an existing bridge using long-term monitoring
342. Evaluation of the redundancy of bridge superstructures and substructures
343. Damage detection by pattern recognition at bridge components
344. Dynamic damage identification of Colle Isarco viaduct
345. Virtual testing of bridges for life cycle reliability assessment
346. Degradation modelling of bridge components based on cellular automata
347. Stochastic aging model for infrastructure buildings
348. New developments in large-scale model studies of bridge components and systems subjected to earthqua
349. Hybrid distributed simulation of a bridge-foundation-soil interacting system
350. Research and application of precast segmental bridge columns for seismic regions
351. Seismic performance of a two-span bridge subjected to fault-rupture
352. Nonlinear modeling of a two-span reinforced concrete bridge model from pre-yield through failure uti
353. Development of an innovative seismic damper for large-scale bridges and sub-structured hybrid earthq
354. Practical application of BMS and BMS-DB
355. Decision making processes and deterioration models of bridge management systems in Korea
356. J-BMS database system 2007 for management of existing bridges in Yamaguchi prefecture
357. Practical application of J-BMS to existing bridges in Yamaguchi Prefecture
358. Rational approach for the management of a medium size bridge stock
359. Proposal for BMS deterioration curves based on the analysis of Hanshin Expressway inspection data
360. Methodology for determination of financial needs of gradually deteriorating bridges
361. The measure towards advanced of Bridge Management System for Expressway Bridges in Japan
362. Application of China bridge management system in Qinyuan city
363. Practical applications of SHM techniques for railway systems
364. Structural monitoring of a maglev guideway with wavelength division multiplexed FBG sensors
365. Evaluation of modal parameters of a full scaled prestressed concrete beams for railway bridges
366. Practical acceleration reducing method in high-speed railway bridges
367. Real-time damage detection of railroad bridges using acceleration-based ANN algorithms
368. Active piezoelectric sensor nodes and sensor self-diagnosis for structural health monitoring
369. Modal parameter extraction of high-speed railway bridge using TDD technique
370. Reliability and risk management
371. Challenges for structural maintenance in coastal and offshore zones – Floating structures
372. Reliability analysis of Steel – Concrete Hybrid Cable-Stayed Bridge during construction
373. Reliability analysis of a high-speed railway bridge system based on an improved response surface met
374. ANN-based reliability analysis of a fiber reinforced polymer deck
375. Strength of the chain for suspended scaffolds
376. Multimode analysis of extraneously induced excitation due to turbulence on cable-stayed bridges, inc
377. Reliability assessment of seismic expansion joints in bridges
378. System-level reliability evaluation of bridge structures and networks by matrix-based system reliabi
379. Rehabilitation and monitoring of a marine bridge in Ireland
380. Repair of damaged footbridge after strike of excavator
381. Effect of corrosion on the reliability of a bridge based on Response Surface Method
382. Vibration control of cable-stayed bridge and derrick crane system during construction
383. Repair and strengthening
384. Ductility of CFRP strengthened concrete bridge girders
385. Modal analysis and step-by-step repair operation of a two span concrete skew bridge to replacement o
386. Bridge widening – technical, economical and aesthetical aspects
387. Behavior under compressive loads of steel structural members repaired by heating and pressing
388. Effectiveness of prestressed Carbon Fibre Reinforced Polymer (CFRP) sheets for rehabilitation of pre
389. The use of polymer concrete materials for construction, maintenance, rehabilitation and preservation
390. The correlation between crack and residual stress generated by repair welding in service
391. Repair of a concrete bridge by composites CRFP
392. Innovative rehabilitation of a damaged prestressed concrete girder bridge using prestressed CFRP she
393. Rehabilitation of bridges with concrete overlays
394. Bond and flexural behaviour of RC members strengthened with CFRP composites
395. Seismic performance improvement of bridges by earthquake protection systems in Korea
396. Application of new prestressing method using carbon fiber plates
397. Experimental study of bolted joint with ultra thick plate and M30 bolt
398. Monitoring for fatigue crack propagation of steel plate repaired by CFRP strips
399. Reevaluation of stresses and displacement of horizontally curved girders of a continuous span bridge
400. Railroad bridge replacement in the US today: Current technology and future possibilitie

People also search for (Ebook) Bridge Maintenance Safety Management Health Monitoring and Informatics 1st:

    
introduction to safety inspection of in-service bridges
    
bridge maintenance and management
    
bridge maintenance course
    
bridge maintenance training manual
    
bridge maintenance training
    
bridge safety management program

Tags: Hyun Moo Koh, Dan Frangopol, Maintenance, Management