Advances in bridge maintenance, safety, management and life-cycle performance contains the papers presented at IABMAS'06, the Third International Conference of the International Association for Bridge Maintenance and Safety (IABMAS), held in Porto, Portugal from 16 to 19 July, 2006.All major aspects of bridge maintenance, management, safety, and co

chapter |2 pages

Part 1: T.Y. Lin Lecture

chapter 1|8 pages

Bridge forms and aesthetics

ByM.-C. Tang

chapter |2 pages

Part 2: Keynote Lectures

chapter 2|8 pages

Protection of our bridge infrastructure against manmade and natural hazards

ByF. Seible, G. Hegemier, J. Wolfson, R. Conway, K. Arnett & J.D. Baum

chapter 3|10 pages

Bridge management: Actual and future trends

ByJ.R. Casas

chapter 4|8 pages

Life time assessment of bridges

ByU. Peil, M. Mehdianpour, M. Frenz & K. Weilert

chapter 5|8 pages

Cost-effectiveness of seismic bridge retrofit

ByM. Shinozuka, Y. Zhou, S. Banerjee & Y. Murachi

chapter 8|8 pages

Innovative structural health monitoring of bridges in Portugal

ByJ.A. Figueiras & C.M. Félix

chapter 10|8 pages

Stonecutters bridge – durability, maintenance and safety considerations

ByM.C.H. Hui & C.K.P. Wong

chapter 13|2 pages

Life cycle cost optimization of a bridge superstructure considering maintenance history

ByY.S. Shin, J.H. Park, Y.J. Ahn & H.S. Lee

chapter 14|2 pages

The bridge management system in Osaka-City

ByM. Ishida, T. Iritani & M. Jido

chapter 15|2 pages

A bridge management system applied to a set of Portuguese bridges

ByJ.O. Almeida & R. Delgado

chapter 17|2 pages

Small and medium size bridge maintenance sequence analysis by optimization technique

ByH.C. Hsu, W.P. Chang, R.D. Wang, C.H. Cho & D.H. Jiang

chapter 18|2 pages

Internet-based management of major bridges and tunnels using the Danbro+ system

ByJ. Bjerrum & F.M. Jensen

chapter 19|2 pages

Use of genetic algorithms for optimal policies of M&R in a bridge network

ByF.A. Alonso, J.R. Casas & M. Nazar

chapter 20|2 pages

Optimization of reinforced concrete bridges maintenance by Markov chains

ByA. Orcesi & C. Cremona

chapter 21|2 pages

Bridge management system – GOA

ByT.P. Mendonça, A.R. Vieira, V.R. Brito & P.P. Paulo

chapter 22|4 pages

Current maintenance management practice for highway bridges in Vietnam

ByD.T. Hai, H. Yamada & H. Katsuchi

chapter 23|2 pages

Proposal of maintenance management system for existing bridges

ByD.T. Hai, H. Yamada, H. Katsuchi & E. Sasaki

chapter 24|4 pages

Toward maintenance of old stone bridges in Korea

ByN.K. Hong, H.-M. Koh, S.G. Hong & B.S. Bae

chapter 25|2 pages

An outline of the APT bridge management software

ByD. Zonta, R. Zandonini, F. Bortot, R. De col & P.N. Paolaz

chapter 26|2 pages

Development of a reconstruction strategy for the Angolan bridge network

ByM. Alves & J. Sebastião

chapter 27|2 pages

Dynamic programming for optimal bridge maintenance planning

ByM. Liu & D.M. Frangopol

chapter 28|2 pages

Optimal long-term single stage intervention strategies for road bridges

ByB.T. Adey, R. Hajdin & E. Brühwiler

chapter 29|2 pages

Optimization of preventative maintenance strategies for bridges

ByE.A. Tantele, T. Onoufriou & M. Mulheron

chapter 30|2 pages

Service life design in concrete bridges

ByT.P. Mendonça

chapter 31|2 pages

A practical bridge management system using new multi-objective genetic algorithm

ByH. Furuta, T. Kameda & M. Erami

chapter 32|2 pages

Novel management system for steel bridges in Korea

ByJ.S. Kong, S.H. Park, S.H. Kim, K.H. Park & D.M. Frangopol

chapter 33|4 pages

Egnatia Motorway bridge management systems for design, construction and maintenance

ByA. Liolios, D. Kotoulas, F. Antoniou & D. Konstantinidis

chapter 34|2 pages

East river bridges preventive maintenance program

ByM.S. Hershey & M. Sharif

chapter 35|2 pages

The potential applicability of the Life-Quality Index to maintenance optimisation problems

ByM.D. Pandey, J.M. van Noortwijk & H.E. Klatter

chapter 36|2 pages

Optimal cost allocation for improving the seismic performance of road networks

ByH. Furuta, K. Nakatsu & D.M. Frangopol

chapter 37|2 pages

Development of bridge maintenance planning support system using multiple-objective genetic algorithm

ByH. Furuta, Y. Takenaka, T. Kameda & I. Tsukiyama

chapter 38|2 pages

Lifetime nonlinear analysis of concrete structures under uncertainty

ByF. Biondini, F. Bontempi, D.M. Frangopol & P.G. Malerba

chapter 39|2 pages

Probabilistic lifetime assessment based on limited monitoring

ByF. Biondini, D.M. Frangopol & E. Garavaglia

chapter 40|2 pages

Structural response evaluation of two-blade bridge piers subjected to a localized deterioration

ByL. Sgambi, F. Bontempi & E. Garavaglia

chapter 41|2 pages

Stiffness matrices and genetic algorithm identifiers toward damage detection

ByL. Faravelli & F. Marazzi

chapter 42|2 pages

Influence of the corrosion damage scenarios on the residual life of bridge grillages

ByT. Albanesi, Z. Rinaldi, C. Valente & L. Pardi

chapter 43|2 pages

Optimal design of deteriorating structural systems

ByL. Azzarello, F. Biondini & A. Marchiondelli

chapter 44|2 pages

Design issues for dynamics of high speed railway bridges

ByJ.M. Goicolea, F. Gabaldón & F. Riquelme

chapter 45|2 pages

Fatigue verification for railway bridges including resonance effects due to high speed trains

ByM. Muncke, L. Bagayoko, E. Koch & S. Crail

chapter 46|2 pages

Dynamic behaviour of high speed railway bridges in interoperable lines

ByR. Delgado, R. Calçada, I. Faria, D. Ribeiro, J.R. Pinto & H. Figueiredo

chapter 49|2 pages

Estimation of stiffness and mass properties from measured modal information

ByS.-B. Shin & S.M. Lee

chapter 51|2 pages

Evaluation of load carrying capacity of bridge based on ambient acceleration measurements

ByC.-B. Yun, S. Cho, J.-H. Yi, C.-G. Lee & W.-T. Lee

chapter 52|2 pages

System identification scheme using genetic algorithm for damage classification in beam-type structures

ByJ.T. Kim, J.H. Park, D.S. Hong & W.J. Kim

chapter 53|2 pages

Damage assessment of bridge superstructure using moving load tests

ByH.-J. Lee, S.-B. Shin & T.-W. Kang

chapter 54|2 pages

Statistical time series analysis of long-term monitoring results of a cable-stayed bridge

ByJ. Lee, S.-P. Chang, H. Kim & J.-G. Yoon

chapter 56|2 pages

Behavior monitoring of the Korea Highway Corporation test road

ByS.-M. Kwon, J.-H. Lee, J.-H. Jang & H.-G. Park

chapter 57|4 pages

Bridge weigh-in-motion without axle-detector in a cable-stayed bridge

ByM.-S. Park, S. Kim, B.-W. Jo & J. Lee

chapter 61|2 pages

Relationship between bearings type and their most common anomalies

ByL.M.R. Freire & J. de Brito

chapter 62|4 pages

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

ByE. Watanabe, K. Sugiura, T. Utsunomiya & M. Yamamoto

chapter 63|2 pages

Strength of corroded tapered plate girders under pure shear

ByP.J.S. Cruz, L. Lourenco, M. Santos, H. Quintela & P. Cortez

chapter 65|2 pages

Condition assessment of concrete bridges during demolition

ByR. Bargähr & T. Vogel

chapter 66|2 pages

A new method for two-stage structural damage identification

ByY. Jiarong

chapter 69|2 pages

Development of evaluation system for service life of concrete bridge deck structures

ByB.H. Oh, Y.C. Choi & J.B. Park

chapter 70|2 pages

Applications of acoustical techniques for detection and assessment of damage in aging structures

ByK.Z. Zahariev, Y.B. Kin & B.W. Parsons

chapter 71|2 pages

Numerical modelling of damaged masonry arch bridges

ByJ. Bien´ & T. Kaminski

chapter 73|2 pages

West Mill Bridge – comparison of initial and long-term structural behaviour

ByL. Canning & S. Luke

chapter 74|2 pages

Road bridge expansion joints: Existing systems and most common defects

ByA.J.M. Lima & J. de Brito

chapter 75|4 pages

Experimental and analytical model analysis of Babolsar’s steel arch bridge

ByM.H.A. Beygi, M.T. Kazemi, B. Lark & Z. Tabrizian

chapter 76|2 pages

Study on safety alerting system of beam bridge

ByY.Q. Xiang, J.F. Wang & W.L. Yang

chapter 77|2 pages

Comparison between damage detection methods applied to beam structures

ByR. Salgado, P.J.S. Cruz, L.F. Ramos & P.B. Lourenço

chapter 81|2 pages

Numerical modeling and assessment of the shear key problems of FC girder bridges

ByN.A. Khattak & J.J.R. Cheng

chapter 82|2 pages

Degradation of structural performance – experiment introduction and expected results

ByM. Bergström & B. Täljsten

chapter 83|2 pages

Evaluation of dynamic properties of the Infant Dom Henrique Bridge

ByF. Magalhães, A. Cunha, E. Caetano, A.A. da Fonseca & R. Bastos

chapter 84|2 pages

Enhanced exploitation of bridge vibration measurements by Operational Modal Analysis

ByB. Peeters & H.v.d. Auweraer

chapter 85|2 pages

Comparative study of system identification techniques applied to New Carquinez Bridge

ByX. He, B. Moaveni, J.P. Conte & A. Elgamal

chapter 86|2 pages

Analysis and control of vibrations of Guarda footbridge

ByE. Caetano, A. Cunha, C. Moutinho & T.P. Mendonça

chapter 87|2 pages

Human-induced vibrations on footbridges

ByJ.M.W. Brownjohn & A. Pavic

chapter 88|4 pages

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

ByT. Miyashita, H. Ishii, Y. Fujino, T. Shoji & M. Seki

chapter 89|2 pages

Integrated monitoring of bridges by response measurements

ByS. Deix & R. Geier

chapter 90|2 pages

Cable-deck dynamic interactions at the International Guadiana Bridge

ByV. Gattulli, M. Lepidi, E. Caetano & A. Cunha

chapter 91|4 pages

Cost-effectiveness of bridge seismic retrofit using lead-rubber bearings

ByE.H. Wang & S.H. Lai

chapter 92|2 pages

A wireless sensor network for force monitoring of cable stays

ByG. Feltrin, J. Meyer, R. Bischoff & O. Saukh

chapter 93|2 pages

Dynamic testing of the Millau Viaduct

ByO. Flamand & G. Grillaud

chapter 94|2 pages

Bridge displacement measurement system using image processing

ByJ.W. Lee, J.S. Oh, M.K. Park, S.D. Kwon & J.W. Kwark

chapter 95|4 pages

Output-only modal identification of lively footbridges

ByF. Magalhães, A. Cunha, E. Caetano, C. Butz & A. Goldack

chapter |2 pages

Part 10: Seismic and dynamic analysis

chapter 96|2 pages

Comprehensive parametric study on the performance of seismic-isolated bridges

ByM. Dicleli & S. Buddaram

chapter 99|2 pages

Effects of strong winds on bridge-vehicle interaction for long span bridges

ByM.S. Cheung, B. Noruziaan & C.Y. Yang

chapter 100|2 pages

Seismic capacity assessment of cable supported bridge considering material nonlinearity

ByK.C. Lee, D.S. Moon, S.-P. Chang & S.H. Bae

chapter 101|2 pages

Seismic performance of hollow sectional columns with different portions of lap-spliced longitudinal bars

ByI.H. Kim, H.T. Yeo, C.H. Sun & J.S. Lee

chapter 102|2 pages

Cost-effectiveness evaluation of MR damper system for cable-stayed bridges under earthquake excitation

ByD. Hahm, H.-M. Koh, S.-Y. Ok, W. Park, C. Chung & K.-S. Park

chapter 103|2 pages

Performance evaluation tests of laminated rubber bearings for seismic isolation design of bridges

ByI.J. Kwahk, C.B. Cho, Y.J. Kim & J.W. Kwak

chapter 105|4 pages

Influence of soundness degradation of railway viaducts on their dynamic response and site vibrations

ByK. Yoshida, M. Seki, M. Kawatani, S. Yamaguchi & S. Nishiyama

chapter 106|2 pages

Dynamic analysis of railway bridges with random vertical rail irregularities

ByB. Biondi, G. Muscolino & A. Sofi

chapter 108|2 pages

Blast loading and earthquake effect on reinforced concrete structures

ByF. Shalouf & S.I. Ahmad

chapter 110|2 pages

Seismic risk management of highway bridges

ByM. Dolce, D. Cardone & L. Pardi

chapter 111|2 pages

Performance-based design considering ageing of bridge rubber bearing

ByH.S. Gu & Y. Itoh

chapter 112|4 pages

Seismic retrofitting of bridges using slide bearings with bending-type anchor bars

ByH. Namiki, H. Suzuki, H. Matsuhisa & M. Kimura

chapter 113|2 pages

Numerical modeling and dynamic behavior of a railway concrete arch bridge over the Vindel River in Sweden

ByG.J. He, A. Bennitz, O. Enochsson, L. Elfgren, B. Paulsson, B. Töyrä, P. Olofsson & A. Kronborg

chapter 114|2 pages

Bond quality survey of loaded RC beams with CFRP-plate repair using impulse-thermography

ByR. Helmerich, C. Maierhofer, M. Röllig, R. Arndt & J. Vielhaber

chapter 115|2 pages

Chloride determination for condition assessment and quality assurance by LIBS

ByF. Weritz, A. Taffe, D. Schaurich & G. Wilsch

chapter 116|2 pages

Nonlinear analysis of RC beams with externally bonded plates

ByJ.-G. Park, K.-M. Lee, H.-M. Shin & Y.-J. Park

chapter 117|2 pages

Parametric evaluation of CFRP patch effectiveness in fatigue repair

ByE.S. Aggelopoulos, T.D. Righiniotis & M.K. Chryssanthopoulos

chapter 119|2 pages

Lessons learnt from underwater FRP repair of corroding piles

ByR. Sen, G. Mullins, K.-S. Suh & D. Winters

chapter 120|2 pages

Probabilistic evaluation of model uncertainties in concrete structures

ByD.L. Allaix, V.I. Carbone & G. Mancini

chapter 121|4 pages

Handling uncertainty in reliability analysis of concrete structures

ByF. Biondini, F. Bontempi & P.G. Malerba

chapter 124|2 pages

Excessive deflections of concrete bridges affect safety, maintenance and management

ByV. Krˇístek & A. Kohoutková

chapter 127|2 pages

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

ByL. Sgambi, F. Bontempi & G. Santoboni

chapter 128|2 pages

Reliability-based life cycle assessment for civil engineering structures

ByR. Schnetgöke, C. Klinzmann & D. Hosser

chapter 129|2 pages

Probabilistic durability of concrete bridge structures in Korea

ByJ.S. Kim, S.H. Jung, J.-H. Kim, K.-M. Lee, S.H. Bae & Y.G. Kim

chapter 130|2 pages

Performance analysis of a bridge – degradation, assessment and reliability modeling

ByA. Strauss, K. Bergmeister, R. Pukl & D. Novák

chapter 131|2 pages

Uncertainties in probabilistic modeling of the load carrying capacity of bridges

ByA. Stenlund, L. Elfgren & E. Rosell

chapter 132|2 pages

Reliability based assessment of prestressed concrete bridges subject to creep using a coupling procedure

ByW. Raphael, F. Geara, F. Kaddah & A. Chateauneuf

chapter 133|2 pages

Probabilistic creep model by Bayesian updating for design codes

ByD.E.A. Selouan, W. Raphael & A. Chateauneuf

chapter 134|2 pages

Failure analysis of FRP-strengthened concrete beams

ByM. Ali-Ahmad, K. Subramaniam & M. Ghosn

chapter 136|2 pages

Designing and controlling concrete quality in the field for a 100-year life cycle

ByP.-C. Aïtcin & R. Morin

chapter 138|2 pages

Selling life-cycle concepts within the political system

ByR.B. Corotis

chapter 139|2 pages

User costs in life-cycle cost-benefit (LCCB) analysis of bridges

ByP. Thoft-Christensen

chapter 141|2 pages

A budget management approach for societal infrastructure projects

ByK. Nishijima & M.H. Faber

chapter 142|2 pages

Societal aspects of bridge management and safety in The Netherlands

ByH.E. Klatter, A.C.W.M. Vrouwenvelder & J.M. van Noortwijk

chapter 143|2 pages

Importance of modal cross-correlation on wind loaded structures

ByV. Denoël, H. Degée & V.d.V. de Goyet

chapter 144|2 pages

Steel bridges launching and safety against patch loading

ByE. Maiorana & A. Miazzon

chapter 146|2 pages

Patch loading resistance of longitudinally stiffened plate girders

ByU. Kuhlmann & B. Braun

chapter 147|2 pages

Buckling of steel tied arches during erection

ByPh. van Bogaert & A. Outtier

chapter 148|2 pages

Buckling resistance of steel bridge web during launching

ByL. Davaine & J. Raoul

chapter 149|2 pages

Safety sensitivity for temporary bridge erection conditions

ByR.G. Sexsmith

chapter 150|2 pages

A methodology and decision support system for scheduling inspections in a bridge network following a natural disaster

ByK. Kepaptsoglou, M.G. Karlaftis, T. Bitsikas, P. Panetsos & S. Lambropoulos

chapter 152|2 pages

The current status of SHMBM engineering

ByS. Sumitro, M. Tominaga, Y. Kato & T. Okamoto

chapter 153|2 pages

GNSS for bridge deformation: Limitations and solutions

ByX. Meng, G.W. Roberts, A.H. Dodson & C.J. Brown

chapter 154|2 pages

Development of a bridge management system for a freeway authority in Greece

ByM.G. Karlaftis, T. Bitsikas, K. Kepaptsoglou, S. Lambropoulos & P. Panetsos

chapter 155|2 pages

Monitoring performance of the Tamar suspension bridge

ByD.I. List, R. Cole, T. Wood & J.M.W. Brownjohn

chapter 156|2 pages

Lesson learned from monitoring of long-span cable-supported bridges

ByY. Fujino & D.M. Siringoringo

chapter 157|2 pages

Cable hanger plate replacement; a case study on Bosporus Bridge

ByA. Turer, A. Caner & C. Yilmaz

chapter 161|2 pages

Bridge condition and health measures for needs analysis

ByP.S. McCarten

chapter 162|2 pages

Prediction and analysis of deterioration of Moscow Bridges

ByG. Brodski, Yu.A. Ponomarev & Yu.A. Yenutyin

chapter 163|2 pages

Bridge deck deterioration: A parametric hazard-based duration modeling approach

ByP.M. Christofas & M.G. Karlaftis

chapter 164|2 pages

Bridge inspections, a case for trained bridge inspectors

ByB. Kamya

chapter 166|2 pages

Durability in B.O.T. bridge projects

ByF. Branco, J. Ferreira & M.M. Branco

chapter 167|4 pages

Post-mounted corrosion sensors, experiences and interpretation of data for use in service life models

ByR. Sørensen, T. Frølund & M. Sloth

chapter 168|2 pages

Bridge decks with GFRP – concrete composite sections

ByJ.R. Correia, J.G. Ferreira & F. Branco

chapter 169|2 pages

Sensors in civil engineering infrastructures

ByJ.G. Ferreira, F. Branco & M.M. Branco

chapter 170|4 pages

Strain Checker: Stethoscope for bridge engineers

ByT. Ojio, K. Yamada, Y. Saito & S. Shiina

chapter |2 pages

Part 19: Fatigue analysis

chapter 174|4 pages

Fatigue behaviour of riveted steel lap joints

ByM.A.V. Figueiredo, A.M.P Jesus, A.S. Ribeiro, P.M.S.T. de Castro & A.A. Fernandes

chapter 178|4 pages

Ultrasonic impact treatment for life extension of bridges with cracked and crack susceptible welded details

ByE. Nyborg, P. Moffatt, J. Cavaco & D. Nyborg

chapter 180|4 pages

Fatigue monitoring of steel railway bridges

ByO. Hechler, M. Feldmann & B. Kühn

chapter 181|2 pages

Probabilistic fatigue life estimates for riveted railway bridges

ByB.M. Imam, T.D. Righiniotis, M.K. Chryssanthopoulos & B. Bell

chapter 182|2 pages

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

ByD. Ribeiro, R. Calçada & R. Delgado

chapter 183|2 pages

Fatigue life improvement of existing steel bridges

ByT. Ummenhofer, I. Weich & T. Nitschke-Pagel

chapter 184|2 pages

Principles for a guideline for probability-based management of deteriorated bridges

ByJ. Lauridsen, J. Bjerrum, M. Sloth & F.M. Jensen

chapter 185|2 pages

Experience with probability-based assessment of bridges based upon the Danish Guideline

ByJ. Lauridsen, J. Bjerrum, A.J. O’Connor & I. Enevoldsen

chapter 186|2 pages

The Öland bridge – a case study for probability-based service life assessment

ByM. Sloth, R. Sørensen & A. Maglica

chapter 187|2 pages

Probabilistic-based assessment of a concrete arch bridge

ByA.J. O’Connor, C. Pedersen, I. Enevoldsen & J. Bjerrum

chapter 188|2 pages

Probability-based maintenance management plan for corrosion risk – a case study from Faro Bridges

ByM. Sloth, B.B. Jensen & E. Stoltzner

chapter 190|2 pages

Reliability-based calibration of dynamic load allowance of bridge by numerical simulation

ByT.J. Chung, C.R. Lee, D.K. Shin & Y.S. Park

chapter 191|2 pages

An application of the probabilistic SBRA method in bridge structures design

ByD. Pustka & P. Marek

chapter 192|2 pages

Harnessing social perception of a bridge’s condition

ByJ.D. Birdsall & E. Brühwiler

chapter 194|2 pages

Life cycle reliability assessment based on advanced structural modeling – nonlinear FEM

ByR. Pukl, V. Cˇervenka, D. Novák, B. Teplý, A. Strauss & K. Bergmeister

chapter 195|2 pages

Lifetime reliability profiles for evaluation of corroded steel girder bridges

ByA.A. Czarnecki & A.S. Nowak

chapter 196|2 pages

Structural reliability of the Tampico Bridge under wind loading

ByD. de León, A.H-S. Ang & L. Manjarrez

chapter 197|2 pages

Statistical inference for Markov deterioration models of bridge conditions in The Netherlands

ByM.J. Kallen & J.M. van Noortwijk

chapter 198|2 pages

Lifetime seismic reliability analysis of deteriorating bridges

ByH.-N. Cho, K.-M. Lee & C.-J. Cha

chapter 199|4 pages

Multi-objective probabilistic optimization of bridge lifetime maintenance: Novel approach

ByL.C. Neves, D.M. Frangopol & P.J.S. Cruz

chapter 200|2 pages

Damage magnitude analysis of industrial accidents by risk curve

ByS. Hanayasu & K. Ohdo

chapter 201|2 pages

Reliability-based life-cycle bridge management using structural health monitoring

ByT.B. Messervey, D.M. Frangopol & A.C. Estes

chapter 203|2 pages

Advancements in seismic vulnerability assessment and retrofitting strategies

ByA.H. Malik & M. Asce

chapter 204|2 pages

Seismic vulnerability assessment of bridges in Germany

ByP. Renault & K. Meskouris

chapter 205|2 pages

Full-scale pseudo dynamic test for bridge retrofitted with base isolations

ByK.B. Han, S.-K. Park, S.N. Hong & H.-Y. Kim

chapter 206|2 pages

ANN-based damage detection using dynamic responses of seismically isolated bridge structure

ByJ.F. Choo, H.-M. Koh, C. Chung, S.K. Kook & J.H. Lee

chapter |2 pages

Part 23: Bridge testing and assessment

chapter 207|2 pages

Technical evaluation of the bridge crossing Olt River in Râmnicu Vâlcea – Romania

ByN.V. Popa, A.I. Dima & I.R.I. Raˇcaˇnel

chapter 208|2 pages

Multi mapping in evaluation of concrete bridges

ByA. Wawrusiewicz

chapter 209|2 pages

Damage detection using reflectorless electronic distance measurements: Results of the first epochs

ByK. Zilch, E. Penka, M. Hennecke, U. Willberg & Th. Wunderlich

chapter 211|2 pages

Evaluation and rating of damaged steel I-girders

ByH.W. Shenton III, M. Dawson & A. Chavez

chapter 212|2 pages

On the detection of damage in bridge structures using dynamic testing

ByV. Zabel & C. Bucher

chapter 213|2 pages

Bridge assessment under uncertain parameters via interval analysis

ByO.D. Garcia, J. Vehí, J.C. Matos, A.A. Henriques, J.A. Figueiras & J.R. Casas

chapter 215|2 pages

Development of a benchmark problem for bridge health monitoring

ByF.N. Catbas, J.M. Caicedo & S.J. Dyke

chapter 216|2 pages

Application of ARMAV for modal identification of the Emerson Bridge

ByW. Song, D. Giraldo, E.H. Clayton, S.J. Dyke & J.M. Caicedo

chapter 217|2 pages

Improvement of seismic performance of the Toyosato Bridge with base isolation and response control

ByH. Iemura, Y. Kawamura, M. Hirano & K. Taira

chapter 218|2 pages

Residual strength prediction of reinforced bridge piers under seismic risks

ByI. Aoki & T. Koike

chapter 219|2 pages

Health monitoring system using learning system

ByH. Furuta & H. Hattori

chapter 221|2 pages

Impact acoustics of concrete structures by applying discrete wavelet transform

ByY. Nomura, M. Kawatani, M. Hirokane & M. Kou

chapter 222|2 pages

Predictive SHM-supported deterioration modelling of reinforced concrete bridges

ByM.I. Rafiq, M.K. Chryssanthopoulos & T. Onoufriou

chapter 223|2 pages

Development of BMS for a large number of bridges

ByM. Kaneuji, H. Asari, Y. Takahashi, Y. Ohtani, H. Ukon & K. Kobayashi

chapter 224|2 pages

Implementation of bridge management system in Aomori prefectural government, Japan

ByN. Yamamoto, H. Asari, T. Ishizawa, M. Kaneuji & E. Watanabe

chapter 225|4 pages

Condition evaluation standards and deterioration prediction for BMS

ByE. Matsumura, Y. Senoh, M. Sato, Y. Miyahara, M. Kaneuji & M. Sakano

chapter 226|2 pages

Health monitoring of steel bridges using local vibration excitation

ByS. Beskhyroun, T. Oshima & S. Mikami

chapter 227|2 pages

A system for field inspection of infrastructure in snowy cold regions using speech recognition

ByA. Kenmotsu, H. Ushio, H. Tsugimura & T. Oyama

chapter 228|2 pages

Integrating bridge health monitoring into bridge management

ByR. Kiviluoma

chapter 229|2 pages

Bayesian updating of bridge fragility curves using sensor data

ByJ.-M. Wong, K. Mackie & B. Stojadinovic

chapter 232|2 pages

Seismic performance of reinforced concrete bridge columns encased in fiber composite tube

ByZ. Zhu, A. Mirmiran & M. Saiidi

chapter 234|2 pages

Seismic upgrade of column-bent cap connections of Alaska bridges

ByM.C. Lubiewski, P.F. Silva & G.D. Chen

chapter 238|2 pages

Application of PSO algorithm to damage identification for concrete bridges

ByM. Beppu, H. Emoto & A. Miyamoto

chapter 240|4 pages

Development of an internet para-stressing system for intelligent bridge

ByT. Morisaki, M. Motoshita & A. Miyamoto

chapter 241|2 pages

Optimal intervention strategies for multiple bridges during catch-up periods using age equivalents

ByB.T. Adey, R. Hajdin & E. Brühwiler

chapter 242|2 pages

Bayesian regression modeling of concrete carbonation depth for inclusion in J-BMS

ByA. Tarighat & A. Miyamoto

chapter |2 pages

Part 28: Loads and testing

chapter 245|2 pages

AASHTO-LRFD live load distribution: Limitations and applicability

ByZ.G. Yousif & R.A. Hindi

chapter 247|2 pages

The probability of extreme load effects in bridges subject to dynamic vehicle-bridge interaction

ByP.H. Rattigan, E.J. Obrien, A. González & N.K. Harris

chapter 249|2 pages

Investigating truck load effects using bridge weigh-in-motion system

ByE.-S. Hwang, J.J. Lee, S.H. Jang & I.Y. Paik

chapter 250|2 pages

Design temperature load models for concrete slab bridges

ByE.-S. Hwang & J.J. Lee

chapter 251|2 pages

Prediction and influence of future traffic demands on Croatian highway bridges

ByA. Mandic´ & J. Radic´

chapter |2 pages

Part 29: Smart bridge technology

chapter 252|2 pages

A low power wireless sensor network for structural health monitoring

ByJ. Meyer, R. Bischoff, G. Feltrin & O. Saukh

chapter 253|2 pages

Global smart bridge monitoring system

ByS. Sumitro & M.H. Hodge

chapter 255|2 pages

Monitoring of PC structure with distributed sensing techniques

ByZ.S. Wu, C.Q. Yang & K. Kishida

chapter 256|4 pages

Damage detection of truss structures

ByZ.D. Duan, G.R. Yan & J.P. Ou

chapter 259|2 pages

Development of bridge management system for expressway bridges in Japan

ByK. Yokoyama, S. Sakai, N. Inaba, A. Homma & N. Ogata

chapter 261|2 pages

SMARTE – Development and implementation of a long term structural health monitoring

ByV. Perdigão, P. Barros, J.C. Matos, H. Sousa, J.A. Figueiras, I. Dias & D. Pereira

chapter 262|2 pages

Use of mobile measuring system for bridge monitoring

ByV.N. Fedoseyev & E. Brodskaia

chapter 263|2 pages

Structural health monitoring of Delaware’s Indian River Inlet Bridge

ByM.J. Chajes, H.W. Shenton, D.F. Weston, T.J. Stuffle & J. West

chapter 264|4 pages

State-of-the-art on cathodic protection installations and innovative projects

ByB.B. Jensen & E. Stoltzner

chapter 265|2 pages

Cathodic protection as repair option for the Öland Bridge superstructure

ByR. Sørensen, B. Buhr & A. Maglica

chapter 266|2 pages

Benefits and challenges using cathodic protection from an owners point of view

ByE. Stoltzner, C. Henriksen & B.B. Jensen

chapter 267|2 pages

Cathodic protection of anchorages in deteriorated post-tensioned bridges

ByP.H. Møller, A. Hojgaard & H.O. Nielsen

chapter 268|2 pages

Cathodic protection of the west bridge caissons and piers

ByP.H. Møller, M.E. Andersen & E. Laursen

chapter 269|2 pages

Experimental and numerical dynamic analysis and assessment of a railway bridge subjected to moving trains

ByM. Majka, M. Hartnett, J. Bien´ & J. Zwolski

chapter 270|2 pages

Effect of bridge live load based on 10 years of WIM data

ByM. Gindy & H. Nassif

chapter 271|2 pages

Evaluating ultimate bridge capacity through destructive testing of decommissioned bridges

ByJ. Ross, J. Righman, M. Chajes, D.R. Mertz, T. Zoli & J. Volk

chapter 272|2 pages

Fatigue performance of steel girder bridges based on data from structural monitoring

ByH. Nassif, J.C. Davis & N. Suksawang

chapter 273|4 pages

Field test on the noise and the vibration of expansion joint

ByJ.W. Kwark, J.W. Lee, W.J. Chin & Y.J. Kim

chapter 274|2 pages

Development of the inspection support system for bridge asset management

ByT. Kigure, T. Ishizawa, Y. Hosoi, H. Fujii, M. Iwai & M. Kaneuji

chapter 275|2 pages

An approach to integrating bridge and other asset management analyses

ByF. Harrison, D. Gurenich & W. Robert

chapter 276|2 pages

The next generation of the Pontis Bridge management system

ByW. Robert, A. Marshall, S. Hwang & J. Aldayuz

chapter 277|2 pages

The role of the bridge management system in bridge asset valuation

ByR.M. Ellis & P.D. Thompson

chapter 278|2 pages

Multi-objective optimization for bridge management

ByP.D. Thompson, V. Patidar, S. Labi, K. Sinha, W.A. Hyman & A. Shirolé

chapter 279|2 pages

Probabilistic model for aging of bridges

ByM. Petschacher

chapter 280|4 pages

Structural assessment of concrete railway bridges: Non-linear analysis and remaining fatigue life

ByM. Plos, K. Gylltoft, K. Lundgren, L. Elfgren, J. Cervenka, E. Brühwiler, S. Thelandersson & E. Rosell

chapter 281|2 pages

Considerations for traffic loads in the assessment of existing railway bridges

ByG.A. James & R. Karoumi

chapter 282|2 pages

A new assessment method for masonry arch bridges

ByC. Melbourne & A.K. Tomor

chapter 283|2 pages

General basis and criteria for the capacity assessment of European railway bridges

ByJ.R. Casas, E. Brühwiler, J. Cervenka, G. Holm & D. Wisniewski

chapter 284|4 pages

Improved assessment methods for static and fatigue resistance of metallic railway bridges in Europe

ByA. Patrón, C. Cremona, S. Hoehler, B. Johansson, T. Larsson & M. Maksymowicz

chapter 285|4 pages

Development of a guideline for load and resistance assessment of existing European railway bridges

ByJ.S. Jensen, C. Melbourne, J.R. Casas, R. Karoumi, M. Plos & A. Patrón

chapter |2 pages

Part 33: Design and analysis

chapter 290|2 pages

Development of a steel-concrete composite bridge deck with perfobond ribs

ByH.-Y. Kim, Y.J. Jeong, S.-K. Park, K.B. Han & Y.K. Shin

chapter 291|2 pages

Static performance of concrete encased composite columns with low steel ratio

ByY.-S. Chung, C.-S. Shim, C.-K. Park & J. Min

chapter 292|2 pages

Unconventional high performance steel bridge girder systems

ByH.H. Abbas, B.-G. Kim & R. Sause

chapter 293|2 pages

Steel bridge system – simple for dead load, continuous for live load

ByA. Azizinamini & D.T. Kowalski

chapter 294|2 pages

Experimental tests of behaviour of unconventional steel-soil structure

ByD. Beben & Z. Manko

chapter 295|2 pages

An experimental study of soil-arch interaction in masonry bridges

ByM. Gilbert, C.C. Smith, C. Melbourne & J. Wang

chapter 297|4 pages

Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck

ByY.-J. Jeong, S.-H. Kim, H.-Y. Kim & H.-B. Koo

chapter 298|2 pages

Flexural behavior of external prestressed H-beam

ByK.S. Kim, S.-K. Park, K.B. Han & D.S. Yang

chapter 299|2 pages

In-plane buckling strength and design of parabolic arch ribs in uniform compression

ByJ. Moon, S. Kim, H. Lee & K. Yoon

chapter 300|2 pages

Field tests of prefabricated, composite girders

ByM. Łagoda & P. Olaszek

chapter 301|2 pages

Robustness of highway overpasses

ByH. Stempfle & T. Vogel

chapter 302|4 pages

Neural network modelling of perfobond shear connector resistance

ByJ.C. Vianna, S.A.L. de Andrade, P.C.G. da S. Vellasco & M.M.B.R. Vellasco

chapter 303|2 pages

Nonlinear analysis of prestressed concrete structures using unbonded tendon model

ByJ.-G. Park, H.-M. Shin, T.-H. Kim & J.-H. Choi

chapter 304|2 pages

Ultimate strength of compression members undergoing buckling interaction

ByY.B. Kwon & N.G. Kim

chapter 305|2 pages

Numerical analysis of welding considering phase transformation

ByH. Shirahata

chapter 306|2 pages

Design guidelines for sole plates in the elastomeric bearing system

ByC. Joh & Y.J. Kim

chapter 307|4 pages

Design and experimental analysis of a new shear connector for steel and concrete composite structures

ByG.S. Veríssimo, J.L.R. Paes, I. Valente, P.J.S. Cruz & R.H. Fakury

chapter 308|2 pages

Cyclic loadings on steel and lightweight concrete composite beams

ByI. Valente & P.J.S. Cruz

chapter 309|2 pages

Numerical analysis and assessment of a cable-stayed bridge during construction

ByA.A. Henriques, R. Faria, J.A. Figueiras & C.M. Félix

chapter 311|2 pages

A modern concept of movable scaffolding systems

ByA. Póvoas

chapter 312|2 pages

Evaluation of performance on bridges with overloading trucks

ByY. Wang, D. Hu, Z. Liu, H. Xie, J. Liu & J.P. Grundling

chapter 313|2 pages

Research on lifetime performance-based bridge design method

ByJ. Peng, X. Shao & X. Jin

chapter 314|4 pages

Ultimate strengths of partial composite beams considering long-term effects of concrete slabs

ByD. Bae, S.G. Youn, H.K. Ryu & Y.S. Park

chapter 315|2 pages

Busan-Geogje fixed link: Concrete durability design for the bridges and tunnels

ByC.K. Edvardsen, S.-K. Jeong, J.-C. Kim & G.-M. Lee

chapter 316|2 pages

Quasi-static tests on concrete encased composite columns

ByC.-S. Shim, Y.-S. Chung, J. Min & J.-H. Han

chapter 317|2 pages

Effects of thickness and yield strength of steel on peeling stress

ByK. Nozaka, T. Furukawa & K. Suzukawa

chapter 318|2 pages

Side-by-side box-beam bridges – design for durability

ByU. Attanayake & H.M. Aktan

chapter 319|2 pages

Pref lex beams: Structural optimization and analysis of economic advantages

ByC. Mannini & S.G. Morano

chapter 320|2 pages

Characteristics of 3-D FRP sandwich panels for transportation infrastructure

ByE.M. Reis & S.H. Rizkalla

chapter 321|2 pages

Mechanical properties of HPC and SCC cured in mass structures

ByM. Kaszynska

chapter 322|2 pages

Durability design criteria for the Reno Bridge

ByG. Furlanetto, L.F. Torricelli & A. Marchiondelli

chapter |2 pages

Part 35: Measurement and monitoring

chapter 325|2 pages

Study of masonry arch bridge limit states with acoustic emission techniques

ByA.K. Tomor & C. Melbourne

chapter 326|2 pages

System for monitoring of steel railway bridges based on forced vibration tests

ByJ. Bien´, P. Rawa, J. Zwolski, J. Krzyzanowski, W. Skoczynski & J. Szymkowski

chapter 328|2 pages

A neural-network-based system for Bridge Health Monitoring

ByT.K. Lin, K.-C. Chang, C.C. Chen, C.Y. Chen & I.J. Tsai

chapter 329|2 pages

Distributed strain measurement in steel slab-on-girder bridge via Brillouin optical time domain reflectometry

ByF. Bastianini, F. Matta, N. Galati & A. Nanni

chapter 330|2 pages

Data processing for safety control of bridges in real time

ByV. Marecos, L.O. Santos & F. Branco

chapter 331|2 pages

New method for detecting & measuring cracks on concrete using fiber optic sensors

ByA.D. de León, P.J.S. Cruz, K.T. Wan & C.K.Y. Leung

chapter 332|2 pages

Computer benchmark for static and dynamic damage identification in bridges

ByA. Del Grosso & F. Lanata

chapter 333|2 pages

A real scale PC bridge for testing and validation of monitoring methods

ByH. Budelmann, K. Hariri & A. Holst

chapter 334|4 pages

MEMS-based sensor networks for bridge stability safety monitoring during flood induced scour

ByJ. Isley II, M. Saafi & J. Julius

chapter 336|2 pages

Ground anchorage tension force monitoring by using magnetostrictive method

ByE. Yanagisawa, O. Nakade, S. Oka, K. Ideue, K. Onishi & T. Nagashima

chapter 337|2 pages

Monitoring an interstate highway bridge with a built-in fiber-optic sensor system

ByR.L. Idriss & Z. Liang

chapter 338|4 pages

Monitoring of fatigue crack by field signature method

ByK. Oku, K. Arita & Y.-C. Kim

chapter 339|2 pages

Multiplexed fibre Bragg grating sensor system for bridge monitoring applications

ByY.M. Gebremichael, W.J.O. Boyle, J. Leighton, K.T.V. Grattan & B.T. Meggitt

chapter 340|2 pages

Field observations on concrete box girder railway bridges

ByL.O. Santos, J. Rodrigues & X. Min

chapter 341|2 pages

Assessment and condition monitoring of a concrete railway bridge in Kiruna, Sweden

ByO. Enochsson, L. Elfgren, T. Olofsson, B. Täljsten, B. Töyrä, A. Kronborg & B. Paulsson

chapter 342|4 pages

Fuzzy-based variable gain approach for controlling cable-stayed bridges

ByS.-Y. Ok, K.-S. Park, C. Chung & H.-M. Koh

chapter 343|2 pages

Development of safety warning system for infrastructures

ByJ.S. Lee & G.H. Juhn

chapter 344|2 pages

Development of strain sensor holders to be applied to the monitoring of metallic structures

ByB.J.A. Costa, A.O. Diamande, J.A. Figueiras & C.M. Félix

chapter 345|2 pages

Design and installation of the optic based monitoring system applied to the Luiz I Bridge

ByLuiz I Bridge B.J.A. Costa, J.A. Figueiras & C.M. Félix

chapter 346|2 pages

Design and implementation of the new structural monitoring system of the Tagus river suspension bridge

ByJ. Rodrigues, J.A. Garrett, C.O. Costa & P. Silveira

chapter 347|2 pages

Health monitoring of large Adriatic bridges

ByJ. Radic´, J. Bleiziffer & G. Puž

chapter 348|2 pages

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

ByC.M.M. del Olmo & A.C.A. Bengoechea

chapter 349|2 pages

Monitoring of a bridge-deck using long-gage optical fiber sensors with a pulsed TOF measurement technique

ByV. Lyöri, A. Kilpelä, G. Duan, J. Kostamovaara & T. Aho

chapter 350|2 pages

Live-bed bridge scour monitoring system development using fiber Bragg grating sensors

ByY.-B. Lin, K.-C. Chang & J.-S. Lai

chapter 351|2 pages

Assessment and monitoring of cable stayed bridges

ByE. Laurent

chapter 352|2 pages

In-situ materials analysis for health monitoring of bridges

ByM. Ghandehari

chapter |2 pages

Part 36: Life cycle costing

chapter 355|2 pages

Lifecycle design module for project level bridge management

ByE. Vesikari

chapter 356|2 pages

Risk based approach of Life Cycle Management Systems

ByA. Chaperon

chapter 357|2 pages

Maintenance management from an economical perspective

ByJ. Bakker, J. Volwerk & J. Verlaan

chapter 358|2 pages

New trends in bridge management systems: Life cycle assessment analysis

ByH. Gervásio & L.S. da Silva

chapter 359|2 pages

Probabilistic approach for predicting life cycle costs and performance of bridges

ByA.P. Silva & A.A. Fernandes

chapter 360|2 pages

Current use of NDT in bridge condition assessments

ByB.B. Jensen, T. Frølund & T. Pedersen

chapter 361|2 pages

Trends in bridge condition assessment using non-destructive testing methods

ByE. Niederleithinger, R. Helmerich & H. Wiggenhauser

chapter 362|2 pages

Verifying design plans and detecting deficiencies in concrete bridge using GPR

ByL. Topczewski, F.M. Fernandes, P.J.S. Cruz & P.B. Lourenço

chapter 363|4 pages

Crack depth determination at large concrete structures using scanning impact-echo-techniques

ByM. Krüger, C.U. Grosse & H.W. Reinhardt

chapter 364|2 pages

Development and combined application of NDT echo-methods for the investigation of post tensioned concrete bridges

ByD. Streicher, D. Algernon, Ch. Kohl, M. Krause, C. Maierhofer & H. Wiggenhauser

chapter 365|2 pages

Concrete railway bridges – taxonomy of degradation mechanisms and damages identified by NDT methods

ByM. Maksymowicz, P.J.S. Cruz, J. Bien´ & R. Helmerich

chapter 367|2 pages

Durability design of concrete structures in marine environment

ByO.E. Gjørv

chapter 368|2 pages

Chloride penetration into silica fume concrete after 10 years of exposure in Aursundet Bridge

ByV. Årskog, O. Sengul, R. Dahl & O.E. Gjørv

chapter 369|2 pages

Effect of blast furnace slag on chloride penetration into concrete bridges

ByO. Sengul & O.E. Gjørv

chapter 370|4 pages

Improving durability through probabilistic design

ByR.M. Ferreira

chapter 371|2 pages

Monitoring with fiber optic sensors of a cable-stayed bridge in the Port of Venice

ByA. Del Grosso, A. Torre, G.Brunetti, D. Inaudi & A. Pietrogrande

chapter 373|2 pages

Development of structural health monitoring methodologies for cable-stayed bridges by fiber optic sensors

ByL.M. Giacosa, F. Ansari & A. De Stefano

chapter 374|2 pages

Determination of concrete properties with fiber optic sensor

ByQ. Li & F. Ansari

chapter 375|2 pages

Multiple fiber optic twin-sensor-array based on Michelson optical low-coherence reflectometer

ByL.B. Yuan, J. Yang, Z. Liu, Q. Wen, C. Liu, Y. Jie & G. Li

chapter 376|2 pages

Intrinsic polymer optical fiber sensors for civil infrastructure systems

ByS. Kiesel, P. Van Vickle, K. Peters, O. Abdi, T. Hassan & M. Kowalsky

chapter 377|2 pages

Implementation of a fiber Bragg grating sensor network for structural monitoring of a new stone bridge

ByL.A. Ferreira, F.M. Araújo, C. Barbosa, N. Costa, A. Arêde, A. Costa & P. Costa

chapter 378|4 pages

Implementation of a fiber Bragg grating sensor network for structural monitoring of a rehabilitated metallic bridge

ByF.M. Araújo, L.A. Ferreira, C. Barbosa & N. Costa

chapter 379|2 pages

The deterioration of concrete deck slabs in bridges – A Canadian experience

ByL.G. Jaeger, W. Saltzberg, G. Tadros & N. Banthia

chapter 380|2 pages

Weighing-in-motion of truck axle weights through a bridge

ByB. Bakht, A. Mufti, G. Tadros, R. Eden & G. Mourant

chapter 383|2 pages

Performance of concrete bridge deck slabs reinforced with glass FRP composite reinforcing bars

ByA. El-Ragaby, S. El-Gamal, E. El-Salakawy & B. Benmokrane

chapter 384|2 pages

Fatigue and static investigation of innovative steel free bridge decks

ByC. Klowak, A. Memon & A. Mufti

chapter 385|2 pages

Salmon River steel-free bridge deck – 10 years review of field performance

ByJ. Newhook & J. Gaudet

chapter 386|2 pages

Experimental modal analysis of a cable-stayed bridge

ByP. Clemente, A. Manuli & F. Saitta

chapter 387|2 pages

Assessment and NDE of FRP rehabilitation of bridge deck slabs at systems level

ByK. Ghosh, H. Guan & V.M. Karbhari

chapter 389|2 pages

Operational modal analysis for long-term bridge performance monitoring

ByH. Guan, V.M. Karbhari & C.S. Sikorsky

chapter 390|2 pages

Development of a field useable interrogation system for RF cavity wireless sensors

ByA. Hladio, R. Jayas, D.J. Thomson & G.E. Bridges

chapter |2 pages

Part 40: Repair and strengthening

chapter 391|2 pages

Planning and working of overall recoating for long-span bridges

ByI. Yamada & K. Sumi

chapter 393|2 pages

Strengthening steel beams using bonded carbon-fibrereinforced polymers laminates

ByD. Linghoff, M. Al-Emrani & R. Kliger

chapter 394|4 pages

Rehabilitation of fatigue cracks in welded gusset joint using CFRP strips

ByH. Nakamura, H. Suzuki, K.-i. Maeda & T. Irube

chapter 395|2 pages

Alcácer do Sal Bridge – rehabilitation and strengthening

ByT.P. Mendonça, M.P. Almeida & P.P. Paulo

chapter 396|2 pages

Vouga Bridge – rehabilitation and strengthening

ByT.P. Mendonça, M.P. Almeida, A.R. Vieira & V.R. Brito

chapter 397|2 pages

Safety evaluation based on required strength for reinforced concrete members

ByJ.-H. Cheon, D.-J. Seong, H.-M. Shin & S.-C. Lee

chapter 399|2 pages

Black river parkway viaduct bearing replacement

ByH.S. Viljoen, A.A. Newmark & B.E. Mawman

chapter 400|2 pages

Rehabilitation of the U.S. route 46 bridge over Overpeck Creek

ByA.P. Ranasinghe & G. Khaitan

chapter 401|2 pages

Renovation problems of historical concrete bridges

ByG. Boroñczyk-Płaska & W. Radomski

chapter 402|2 pages

Study of stress distribution of cracked steel plate with single sided CFRP material patching

ByC.C.L. Angus, J.J.R. Cheng, G.D. Kennedy & C.H.Y. Michael

chapter 403|2 pages

Strengthening of composite beams with external tendons using a rating factor equation

ByD.H. Choi, S.H. Chung, D.M. Yoo & M.Y. Han

chapter 405|2 pages

Rehabilitation of the Barra Bridge – the strengthening side

ByA. Rito, M. Loureiro, S. Bispo & T. Ripper

chapter 406|2 pages

Rehabilitation of the Barra Bridge – the repair side

ByA. Rito, S. Bispo, M. Loureiro, T. Ripper, P. Marques & J.N. Ferreira

chapter 407|2 pages

Numerical analysis of two-way concrete slabs with openings strengthened with CFRP

ByP. Rusinowski, B. Täljsten, O. Enochsson, T. Olofsson & J. Lundqvist

chapter 408|2 pages

Strengthening of concrete structures by external prestressing

ByH. Nordin & B. Täljsten

chapter 409|4 pages

Applicability of welding for repair/reinforcement of overage bridges

ByY.-C. Kim, H. Horikawa & M. Hirohata

chapter 410|2 pages

Evaluation of reinforcement effect of deteriorated PSC beam through cutting its external tendons

ByB. Lee, C. Park, W. Lee & M. Kim

chapter 411|2 pages

Some efficient solutions for bridge reconstruction

ByV. Popa

chapter 412|2 pages

Mineral based bonding of CFRP to strengthen concrete structures

ByT. Blanksvärd, A. Carolin, B. Täljsten & E. Rosell

chapter 413|2 pages

Repair of a historical stone masonry arch bridge

ByD.V. Oliveira & P.B. Lourenço

chapter 415|2 pages

Strengthening steel bridges with new high modulus CFRP materials

ByM. Dawood, E. Sumner, S.H. Rizkalla & D. Schnerch

chapter 416|2 pages

Developments in FRP strengthening of railway bridges in the UK

ByB. Bell, B. Cox, S. Luke, L. Canning, N. Farmer & I. Smith

chapter 417|2 pages

FRP strengthening of masonry arches towards an enhanced behaviour

ByD.V. Oliveira, I. Basílio & P.B. Lourenço

chapter 419|2 pages

Rehabilitation of the Figueira da Foz Bridge

ByA. Rito & J. Appleton

chapter 420|2 pages

Multi-stepwise thermal prestressing method for strengthening of concrete structures

ByS.-H. Kim, J.-H. Kim, J.-H. Ahn, M.-S. Jang, K.-M. Kim & S.-S. Han

chapter 421|4 pages

Reinforcement and protection of the Tâmega Railway Bridge

ByF. Martins