| Abdelfatah, Akmal |
Bridge Management System for UAE: Database Development for Bridge Inventory |
426-427 |
| Abdullah, Medhat |
New Technique to Temporarily Support Existing Bridges Crossing Water Ways |
376-377 |
| Ali, M. Shafqat |
Bond Characteristics between Fiber-Reinforced Polymer Composite Laminate and Prestressed Concrete |
104-105 |
| An, Tongxiang |
Vibration Behaviour and Seismic Performance of an Existing Bridge Retrofitted by Ground Anchor |
342-343 |
| Andersen, Ole |
Evaluation of the remaining lifetime of the piers of the railway bridge crossing the Little Belt, Denmark |
408-409 |
| Andersson, Andreas |
Extending the fatigue service life of a railway bridge by local approaches |
444-445 |
| Andersson, Andreas |
Load capacity assessment and strengthening of a railway arch bridge with backfill |
248-249 |
| Andersson, Andreas |
Vibration mitigation of railway bridges using adaptive damping control |
450-451 |
| Annerel, Emmanuel |
Damage Assessment of Concrete Structures exposed to Fire |
112-113 |
| Aoki, Yasumoto |
Study on repair of corrosion on upper surfaces of orthotropic steel decks by one-side bonding of steel plates |
514-515 |
| Apostolidi, Eftychia |
Upgrading Reinforced Concrete Structures by Adding New Concrete |
528-529 |
| Ayoub, Essam |
Effect of Skewness on Bridges Subjected to Seismic Loading |
344-345 |
| Bakowski, Jaroslaw |
Refurbishment and modernization of Gdansk University of Technology campus main building, case study |
262-263 |
| Bastien-Masse, Maléna |
Concrete bridge deck slabs strengthened with UHPFRC |
236-237 |
| Bathelier, Philippe |
Repair and strengthening of the CANOT Bridge in Besançon, France, for the crossing of the First Tramway Line |
590-591 |
| Baussanron, Julien |
Probabilistic approach to fatigue assessment of stay cables |
296-297 |
| Beasley, Bob |
Assessing and Rehabilitating the Anthony Wayne Suspension Bridge |
394-395 |
| Belletti, Beatrice |
Non-Linear Finite Element Analyses of Existing Reinforced Concrete Bridge Beams |
520-521 |
| Blom, J.C.A. |
Major maintenance and strengthening of eight steel arch bridges in The Netherlands |
504-505 |
| Borkowski, Gregor |
Sensitivity Study for Computational Assessment of Prestressed Concrete Bridges |
306-307 |
| Braml, Thomas |
Assessment of existing bridges based on probabilistic methods – Background and proposal for a practical approach |
300-301 |
| Breider, Janwillem |
Fatigue Assessment of Steel Bridge Superstructures, the Netherlands |
180-181 |
| Brouwer, Jeroen |
Disturbance Indicator Benchmark for Urban Bridge Construction |
492-493 |
| Brühwiler, Eugen |
Fatigue safety examination of a riveted railway bridge using data from long term monitoring |
184-185 |
| Bujnak, Jan |
Research on Assessment and reinforcement of bridge structures |
94-95 |
| Caetano, Elsa |
Implementation of a Passive Control System in a Lively Footbridge |
268-269 |
| Cahill, Paul |
Energy Harvesting Potential of Piezoelectric Materials from Train-Bridge Interaction using Finite Element Modelling |
282-283 |
| Cajka, Radim |
Interaction of Historical Structures with Undermined Territory |
264-265 |
| Caner, Alp |
Strengthening of a Single Track Railroad Steel Truss Bridge with Addition of a Two Lane Highway Deck |
616-617 |
| Caprani, Colin |
Traffic Microsimulation for Bridge Loading Assessment and Management |
478-479 |
| Caprani, Colin |
Vision Systems for Analysis of Congested Traffic |
432-433 |
| Caspeele, Robby |
Influence of concrete strength fractile estimation on the safety level of existing structures assessed using the Adjusted Partial Factor Method |
222-223 |
| Champenoy, Damien |
Repair and Strengthening of an orthotropic slab with UHPFRC wearing course Bridge at Illzach in France : first return from experience |
510-511 |
| Chen, Airong |
Maintenance and Safety of Large-Scale Bridges |
11-21 |
| Collin, Bertrand |
Diagnosis process for the assessment and the refurbishing of port and maritime existing structures |
546-547 |
| Collins, John |
Humber Bridge A-frame rocker bearings replacement |
638-639 |
| Cook, Steven |
Radar Simulation and Radar Improvement of the Galecopperbridge |
366-367 |
| Cooper, David |
Corroded Suspension Bridge Cables: Some Lessons Learned |
542-543 |
| Craeye, Bart |
Reduced scaling of colored concrete pavements by means of super absorbing polymers |
354-355 |
| Cremer, Jean-Marie |
Complexity, Ingenuity, Creativity |
38-42 |
| Cremona, Christian |
Calibration of partial safety factors for the assessment of existing bridges |
290-291 |
| Curbach, Manfred |
Structural Reassessment of Existing Road Bridges in Germany |
420-421 |
| Daniel, Ryszard A. |
Expanding and raising of bridges in order to improve navigation conditions |
622-623 |
| de Backer, Hans |
Monitoring during Refurbishment of Port Infrastructure |
156-157 |
| de Boer, Ane |
CRIAM: Structural Risk Index Weighing Model |
128-129 |
| de Doelder, Bert |
Practical Integration of Risk Management and Monitoring During Rebuilding of Subway Station CS Rotterdam |
606-607 |
| de Pauw, Bart |
Integrated steel fly-overs for railway in extension of the historic multiple-arch concrete viaduct over the Pede Valley |
588-589 |
| de Pauw, Bart |
New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge |
566-567 |
| Deblauwe, Bernie |
Port of Zeebrugge – Deepening of Container Handling Zeebrugge quay wall |
636-637 |
| Dekoning, Nico |
Assessment and maintenance plan for 36 structures near Coentunnel - Amsterdam |
64-65 |
| Dister, Vincent |
Structural Design of the Vroenhoven Bridge, Riemst, Belgium |
192-193 |
| Douairi, Mohamed |
Upgrading Techniques for Quay Walls |
72-73 |
| Dumortier, Sven |
Transformation of a 30 year old Oil Terminal into a modern double LNG Terminal – Part 1: Refurbishment of the Approach Trestle |
472-473 |
| Dumortier, Sven |
Transformation of a 30 year old Oil Terminal into a modern double LNG Terminal – Part 2: Reconstruction of the New Berthing Line |
564-565 |
| Dunkelberg, Daniel |
Structural Verification of Older Prestressed Concrete Road Bridges in Germany |
80-81 |
| Duntemann, John F. |
Assessment And Restoration Of An Iconic American Baseball Stadium |
576-577 |
| Eikelenboom, Dirk |
Case Study: Dealing with Reliability and Availability on Refurbishments |
130-131 |
| Farreras Alcover, Isaac |
A heuristic model for performance assessment of welded joints in orthotropic steel decks based on monitoring data |
512-513 |
| Ferretti Torricelli, Lucio |
Modernisation and widening interventions of bridge structures on the Adriatic highway in Italy |
346-347 |
| Fink, Josef |
Design of Computer Models for Describing the Dynamic Behaviour of the Ballast Substructure of Railway Bridges |
164-165 |
| Flansbjer, Mathias |
Mechanical behaviour of concrete piles affected by sulphate attack |
468-469 |
| Flint, Martin |
Renovation design of the Bridge at Ewijk in The Netherlands |
390-391 |
| Franetović, Marin |
Seismic Assessment of existing bridges in Croatia |
330-331 |
| Frissen, Chantal |
Design checks and nonlinear response of a full 3D model of a box girder bridge |
522-523 |
| Fuchs, Maximilian M. |
Replacing a tower at Cape Verdes – Challenges from hard environmental conditions and a modular concept |
628-629 |
| Gabra, Refky |
Recalculation of Hubertus Viaduct in The Hague |
214-215 |
| Galjaard, Hans (J.C.) |
Strengthening fly-over Rottepolder junction with external post-tensioning |
388-389 |
| Galjaard, Hans (J.C.) |
Widening of the bridge over Zijkanaal C in highway A9 near Haarlem |
596-597 |
| Gallai, Gustav |
The First European Approval for an Expansion Joint Flexible Plug Joint System with New Material |
402-403 |
| Garrity, Stephen |
Large-scale Testing of Retro-reinforced Brick Arches |
194-195 |
| Gentile, Carmelo |
Long-term Dynamic Monitoring of the historic "San Michele" Iron Bridge (1889) |
22-37 |
| Ghadimi Khasraghy, Sara |
A Numerical Investigation for Optimization of the Load Carrying Capacity of a Swiss Rockfall Protection Gallery |
134-135 |
| Gjerding, Svend |
The Great Belt Link: Establishment of lifetime models |
414-415 |
| Gonzalez, Ignacio |
Temperature dependence of ballast stiffness on a railway bridge |
368-369 |
| Goszczyńska, Barbara |
Experimental Validation of the Acoustic Emission (AE) Method for the Cracking Process Determination and Location in Concrete Elements |
150-151 |
| Grigoriou, Vasileios |
The Fatigue Deterioration Potential of Railway Traffic |
440-441 |
| Gulmarães, Miguel |
Reinforcement and Infrastructures Rehabilitation of the Steel Mix International Bridge over the Minho River at Valença, Portugal |
258-259 |
| Habel, Katrin |
Assessment of End Zone Cracking in Precast Prestressed NU Girders in Bridges |
210-211 |
| Hackney, Mike |
The Design of the Refurbishment of the M8 White Cart Viaduct, Glasgow |
392-393 |
| Hagsten, Ears German |
Investigation of concrete structures in Serviceability limit state using energy principles |
304-305 |
| Han, Bo |
Energy Harvesting for Sensors in Infrastructure Monitoring and Maintenance |
160-161 |
| Han, Bo |
Low Cost Localization Techniques in Structural Damage Detection |
286-287 |
| Hansen, Torben Scholdan |
Constantine Viaduct, Algeria |
196-197 |
| Haysler, Mike |
Westfield Sydney – Revitalising a City Centre |
578-579 |
| Heinemann, Herdis A. |
Forgotten Material History of Historic Concrete |
358-359 |
| Heinemann, Herdis A. |
Hofplein Railway Viaduct (1900-1908): A Pioneering Concrete Structure that Challenges Conservation |
568-569 |
| Heller, René |
Engineering challenges from assessment of Schalkwijksebrug |
632-633 |
| Herbrand, Martin |
Experimental studies on the shear capacity of Prestressed Concrete Continuous Beams |
84-85 |
| Herrmann, Andrew W. |
Assessment, Upgrading and Refurbishment of Infrastructures: ASCE 2013 Report Card for America’s Infrastructure |
9-10 |
| Holtland, Gerrit Jan |
Railway bridges / fly-over "Sporen in Den Bosch" |
608-609 |
| Hołowaty, Janusz |
Removing Weak Spots from Railway Lines |
242-243 |
| Hołowaty, Janusz |
Testing the Properties of Structural Cast Steel (Flußstahl) in Old Railway Bridges |
170-171 |
| Hubmann, Michael |
Maintenance of orthotropic steel bridge decks with longitudinal Y-stiffeners |
498-499 |
| Icke, Philip |
Assessment and Upgrading of Steel Bridges using Finite Element Modelling |
430-431 |
| Imperatore, Stefania |
Shear Behavior Of Existing RC T-Beams Strengthened With CFRP |
324-325 |
| Iwasaki, Masanori |
An Evaluation on Fatigue Damages of Deck Stringer with Suspension Bridge by Field Measurement, Laboratory Tests and FE Analysis |
446-447 |
| Jamali, Amin |
The effect of management decision processes on the management of bridges |
484-485 |
| Jiang, Xu |
Mechanical Behaviour of Adhesive Joint under Tensile and Shear Loading |
322-323 |
| Jiang, Zhemu |
The Research on the Theory of Transverse Load Distribution of Continuous Beam Bridges |
140-141 |
| Joergensen, Henrik B. |
Influence of High Axial Tension on the Shear Strength of non-shear RC Beams |
86-87 |
| Johnson, Arne |
Union Depot: Assessment of Historic Concrete and Timber Pile Structures |
216-217 |
| Juette, Ben |
Glass Fibre Reinforcement in Bridge Barrier Walls |
316-317 |
| Kadiri, Karim |
Combined portal frames for signalling and overhead contact line |
378-379 |
| Kallias, Alexandros N. |
Effect of Climate Change on the Deterioration of Steel Bridges |
548-549 |
| Karagiannis, Demis |
Assessment and Strengthening of the Kreekrakbrug |
516-517 |
| Kaundinya, Ingo |
Structural retrofitting of older German road tunnels – Possibilities to fulfil current requirements regarding structural fire protection |
108-109 |
| Kees Blom, C.B.M. |
Impact of corrosion on the first immersed concrete tunnel, the Maastunnel |
544-545 |
| Kido, Ewa Maria |
Historical and Modern Structures at the Railway Stations |
198-199 |
| Kim, Hyun-Joong |
Identification of Structural Performance of A Steel-Box Girder Bridge Using Machine Learning Technique |
428-429 |
| Kisacik, Dogan |
Structural Response due to Violent Wave Impacts on a Vertical Structure with a Cantilevering Slab |
132-133 |
| Klap, Kees |
Strengthening orthotropic steel decks with Fibre Reinforced Polymers |
326-327 |
| Kolisko, Jiri |
Hydrophobic impregnation as an effective way to increase the resistance of high strength concrete (HSC) bridge beams to frost and defrosting salt attack |
464-465 |
| Korbelář, Jaroslav |
Reconstruction of an arch bridge across Ohře river, Loket, Czech Republic |
584-585 |
| Kostense, Niels |
Translations in bridge bearings due to traffic and temperature loads based on a finite element analysis and measurements |
398-399 |
| Koteš, Peter |
Reliability levels and partial safety factors according to Eurocodes for evaluation of existing bridges |
228-229 |
| Kubo, Yoshimori |
Study on the mechanical properties of a confined concrete deteriorated by Alkali-aggregate reaction |
208-209 |
| Kunz, Claus |
Determination of Accidental Actions for the Remaining Lifetime of Bridges |
298-299 |
| Kunze, Matthias |
Ready for Schengen – New Construction and Renovation of Dock B at Zurich Airport |
246-247 |
| Kynoch, Matthew |
Bridge 6 (Brighton Goods) Reconstruction |
612-613 |
| Laefer, Debra F. |
Planning Infrastructure Documentation with Aerial Laser Scanning |
274-275 |
| Lanquette, Francis |
Reinforcement of the beams of Saint-Nazaire – Saint-Brévin Bridge |
384-385 |
| Lantsoght, Eva O.L. |
Concrete Slabs under a Combination of Loads in Shear |
526-527 |
| Lantsoght, Eva O.L. |
Shear Assessment of Reinforced Concrete Slab Bridges |
76-77 |
| Latteur, Pierre |
Anti flood Protection System at the Tihange Nuclear Power Plant |
626-627 |
| Lavery, Conor |
Replacement of the Cable Stays at Ewijk Bridge, the Netherlands |
562-563 |
| Lei, Zhen |
Shaking table test of earthquake-damaged masonry structure strengthened with external BFRP |
320-321 |
| Leng, Yanling |
Experimental Research on Transverse Load Distribution of Prefabricated Hollow Slab Concrete Bridges with Hinge Joint Cracks |
536-537 |
| Lethanh, Nam |
A Markov Model to Determine Optimal Intervention Strategies for Multiple Objects Affected by Uncorrelated Manifest and Latent Processes |
226-227 |
| Llano, Leticia |
Spatial Characterisation of Chloride-induced Corrosion of Bars in Concrete |
550-551 |
| Löhning, Thomas |
Design of Grouted Connections in Offshore Wind Turbines |
410-411 |
| Lozano-Galant, Jose A. |
Structural Verification throughout the Tensioning Process of Cable-Stayed Bridges |
416-417 |
| Maden, Graham |
A Sustainable and Cost-Effective Treatment for Accelerated Low Water Corrosion |
552-553 |
| Majka, Michal |
Dynamic Serviceability and Traffic Safety Assessment and Upgrading of Historic Railway Bridges |
176-177 |
| Maljaars, Johan |
Crack growth prediction of deck plate-stiffener joints in orthotropic steel bridge decks |
502-503 |
| Mandić Ivanković, Ana |
Assessment of bridges in aggressive maritime environment |
224-225 |
| Manjure, Padmakar |
Challenges in Restoration of structures An Indian Experience |
572-573 |
| Marková, Jana |
Reliability Assessment of Traffic Load Models on Road Bridges |
220-221 |
| Martinho, Fernando |
Deconstruction of Bridges - New Recycled Aggregates for Granular Layers |
466-467 |
| Maxwell, Ken |
Upgrading Railway Bridges in Sydney, Australia |
642-643 |
| McGormley, Jonathan |
Fatigue Evaluation and Retrofit of Pearl River Bridge |
452-453 |
| McIntyre, Jamie |
Brunette River Bridge: New Upgrade, New Constraints |
610-611 |
| Mellier, Erik |
ANZAC Bridge Stay Cable Upgrade |
640-641 |
| Mengeot, Pierre |
Cameroon Douala Harbour – Bonabéri – Reconstruction of Quay 52 |
470-471 |
| Miao, Shengfa |
Analysis of Traffic Effects on a Dutch Highway Bridge |
148-149 |
| Middlebrook, Ronald F. |
San Francisco - Oakland Bay Bridge Second Crossing |
618-619 |
| Mitoulis, Stergios A. |
Seismic retrofitting of bridges based on indirect strategies |
334-335 |
| Miyachi, Kazuhiro |
Ultimate Strength and Collapse Process of Cable-Stayed Arch Bridges |
422-423 |
| Miyamoto, Ayaho |
Development of an advanced performance evaluation system for existing concrete bridges |
490-491 |
| Miyauchi, Katsuyuki |
Mechanical Behaviour of Laminated Carbon Fibre Grid with a Large Cross- sectional Area in New Strengthening Method |
96-97 |
| Miyazaki, Bumpei |
Optimum Inspection Policy for Long Span Bridge Based on FTA with Visual Inspection Data |
486-487 |
| Mizutani, Daijiro |
Hierarchical Bayesian Estimation of Mixed Hazard Models |
230-231 |
| Mortier, Hans |
Assessment of structural Condition of an existing Railway Viaduct after excessive Deformations due to nearby tunnelling Works |
602-603 |
| Mortier, Hans |
Tunneling underneath historical buildings of Delft |
188-189 |
| Moyaert, Joris |
Refurbishment and lifetime assessment of the Beverentunnel in Liefkenshoek |
118-119 |
| Müllers, Ingo |
Tunnels under Fire – Higher Safety Due to Current FEM Practice |
110-111 |
| Nagy, Wim |
Structural monitoring of the Iris railway viaduct in Belgium |
278-279 |
| Nagy, Zsolt |
Reconstruction of more than 100 years old bridges |
254-255 |
| Nakada, Kozo |
Shear Resistance Mechanism of RC Column Retrofitted by using PC Bars |
82-83 |
| Németh, Tamás |
3 in 1 reconstruction of monument Margaret Danube-bridge in Budapest, Hungary |
252-253 |
| Nilimaa, Jonny |
Extended Life of Railway Bridges. Results from EC-FP7-project MAINLINE |
314-315 |
| Novák, Balthasar |
Strengthening of Prestressed Concrete Bridges by External Tendons |
238-239 |
| Obrien, Eugene |
Multiple-Equation Bridge Weigh-in-Motion |
424-425 |
| Obrien, Eugene |
Using Instrumented Quarter-Cars for ‘Drive By’ Bridge Inspection |
270-271 |
| Opstal, André |
Monitoring a ro-ro platform to prevent damage due to overloading |
284-285 |
| Outtier, Amelie |
Widening of an Existing Concrete Girder Railway Bridge with an Asymmetric Steel Section for an Additional Track |
586-587 |
| Ožbolt, Joško |
Numerical Modelling of Degradation of Reinforced Concrete Structures Exposed to Cracking and Chlorides |
204-205 |
| Paeglite, Ilze |
Load testing result analysis of the Latvian bridges |
68-69 |
| Pakrashi, Vikram |
Rapid Calibration of a Damaged Bridge Undergoing Rehabilitation |
456-457 |
| Palermo, Alessandro |
Seismic Assessment of New Zealand Bridges in non liquefiable soils during Canterbury earthquake sequence |
332-333 |
| Papasotiriou, Nikos |
A simplified method for the quick assessment of bridge decks |
136-137 |
| Papayianni, Ioanna |
Development of Fire Resistant Shotcrete with Olivine Aggregates |
116-117 |
| Petrangeli, Marco |
Rescuing the Sidi Rached Bridge |
186-187 |
| Pijpers, Richard |
Fatigue experiments on connections made of very high strength steels |
438-439 |
| Pinto, Federico |
Design of Energy Absorbing Structures for Barge Collision Protection of Bridge Piers |
406-407 |
| Place, David |
East London Line Phase 2 |
634-635 |
| Podwojewska, Magdalena |
The potential of historical railway infrastructure, possibilities of its adaptation on the examples of railway water towers |
260-261 |
| Popa, Anca Gabriela |
Comments on Ductility of Concrete Encased Composite Columns |
462-463 |
| Prieto, Miguel |
Experimental and numerical study of bond response in structural concrete with corroded steel bars |
554-555 |
| Qu, Bing |
An Early Warning Approach for Monitored Bridges Based on the HLM Indices |
158-159 |
| Quist, Paul |
Renovation of Orthotropic Steel Bridge Decks |
508-509 |
| Ramaswamy, Ananth |
Alternate Repair Material Systems for Application to Structural Concrete |
100-101 |
| Randl, Norbert |
Experimental Investigations on Upgrading Structures with High Strength Concrete Overlay |
580-581 |
| Reinders, Jos |
Maintenance strategy assessment on structures – integrating policy, risks and functionality |
482-483 |
| Reissen, Karin |
Shear Capacity of Bridge Deck Cantilever Slabs without Shear Reinforcement |
78-79 |
| Reusink, Jaco |
Rehabilitation strategies for steel and movable bridges in Rotterdam |
70-71 |
| Rocha, João Miguel |
Train-bridge interaction influence on the safety of a short span railway bridge |
126-127 |
| Roubos, Alfred |
Recommendations for assessing and upgrading old urban quay walls |
138-139 |
| Ruijtenbeek, Richard |
Halftime – an ambitious goal ! |
372-373 |
| Sakai, Kazuyoshi |
Aged Deterioration Inspection Results of Suspender Ropes by Main Flux Method |
370-371 |
| Sangadji, Senot |
Development of self-repairing concrete structures by means of porous network |
460-461 |
| Sarkhosh, Reze |
Shear Capacity of Concrete Beams under Sustained Loading |
88-89 |
| Schedler, Robert |
Replacement of Botlek Lifting Bridge, Motorway A15, Netherlands |
644-645 |
| Schellenberg, Kristian |
Assessment of bridges on the Swiss national roads |
476-477 |
| Schnellenbach-Held, Martina |
Upgrade of Concrete Bridges by Adaptive Prestressing |
382-383 |
| Schotte, Ken |
Structural assessment of the integrated steel fly-overs widening the historic multiple-arch concrete viaduct over the Pede valley |
276-277 |
| Schotte, Ken |
Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek Rail Tunnel |
280-281 |
| schutte, William |
Determining the fire resistance of the Maastunnel with a mobile oven |
114-115 |
| Scott, Trevor |
Partially-Repaired Reinforced Concrete Beams with Exposed Reinforcement |
350-351 |
| Shin, Soobong |
Korean Guideline for Performance-based Assessment of Existing Bridges |
418-419 |
| Shroff, Avanti |
Seismic Vulnerability Assessment and Retrofit Design of New York State Thruway Bridges |
340-341 |
| Sieber, Lars |
Assessment methods to avoid brittle failure of old steel structures |
574-575 |
| Sigrist, Viktor |
Assessment of Structural Concrete Members using the ModelCode 2010 Shear Provisions |
534-535 |
| Siringoringo, Dionysius |
Yokohama-Bay Bridge Response Characteristics in the 2011 Great-East Japan Earthquake |
338-339 |
| Slingerland, Joost |
Structural assessment of an existing concrete cantilever bridge: The Hartel bridge |
386-387 |
| Sousa, Carlos |
Fatigue analysis of a railway bridge deck slab considering the influence of simultaneous train crossings |
436-437 |
| Spuler, Thomas |
Renewal of modular expansion joints - an innovative approach that minimises impacts on traffic and on the main bridge structure |
400-401 |
| Spuler, Thomas |
Single gap expansion joints – an optimal solution for small deck movements |
404-405 |
| Stael, Dries |
Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening |
442-443 |
| Steenbergeen, Raphaël |
Safety Standard for Existing Structures |
294-295 |
| Stroscio, Riccardo |
Road bridge deck replacements for the East London Line project |
604-605 |
| Sun, Limin |
Analysis on modal frequency variation of a cable-stayed bridge based on monitoring data |
166-167 |
| Sykora, Miroslav |
Probabilistic Reliability Assessment of Industrial Heritage Bridges |
292-293 |
| Sørensen, Henrik Erndahl |
Monitoring of Reinforcement Corrosion in Field Exposed Concrete Blocks |
558-559 |
| Tabata, Akiko |
Study on applicability of high durability friction grip joints with high strength countersunk head bolts for steel bridge structures |
174-175 |
| Tahershamsi, Mohammad |
Assessment of Anchorage Capacity of Naturally Corroded Reinforcement |
556-557 |
| Takal, Toshikazu |
Study on Slip Behaviour of High Strength Bolted Friction Type Joint with Extremely Thick Plates by Using Finite Element Analysis |
172-173 |
| Tecchio, Giovanni |
Monitoring fatigue effects in an orthotropic steel bridge deck |
506-507 |
| Teiter, Zoltán |
Verification of three FEM programs in the analyses of a highway bridge |
124-125 |
| Teixeira de Freitas, Sofia |
Lightweight reinforcement systems for orthotropic bridge decks |
500-501 |
| Teworte, Frederik |
Shear fatigue assessment of prestressed concrete bridges |
530-531 |
| Thielemans, Jonas |
Transformation of unused road infrastructure to combined road-railway infrastructure |
244-245 |
| Thohallsson, Eythor |
Renovation of concrete columns by wrapping basalt fiber sheets |
310-311 |
| Toft, Henrik Stensgaard |
Probabilistic Model for Fatigue Crack Growth in Welded Bridge Details |
448-449 |
| Treacy, Mark A. |
Extreme action effects in reinforced concrete bridges from monitoring |
144-145 |
| Trezos, Konstantinos G. |
Effectiveness of GPR on Structural Assessment: Hints for the Potential User |
102-103 |
| Tributsch, Alexander |
Damage Identification on an Iron Bridge Based on Spectral Analysis |
146-147 |
| Tromp, Liesbeth |
Feasibility and Life Cycle considerations of Fiber Reinforced Polymer (FRP) deck solutions for renovation of steel highway bridges |
318-319 |
| Turinic, Lubomir |
Static and Dynamic Analysis of the Railway Bridge on the Line Devínska Nová Ves - Štúrovo (The Red Bridge) at km 51.368 |
168-169 |
| van der Horst, Aad |
Stadsbrug Nijmegen |
256-257 |
| van der Toorn, Ad |
Risk-based asset management of a navigation network |
480-481 |
| van der Ven, Jurre |
Biggest hybrid lightweight bridge in the world |
374-375 |
| van der Vliet, Coen |
Shear failure of 30-year-old aqueduct wall? |
524-525 |
| van Ijselmuijden, Kees |
Fibre-Reinforced Plastic (FRP) deck substitution of a fatigue damaged steel deck |
98-99 |
| van Lier, Jaap |
Reinforcing concrete box girder bridges with external post-tensioning and steel |
240-241 |
| van Roosbroeck, Thijs |
Renovation and repair of a masonry arch bridge in Thumaide, Belgium |
190-191 |
| Vander Meulen, Hubert |
Pont de l’Enfance – Radical facelift for a bridge in Cameroon: Temporary bridge replaced by permanent structure after 35 years |
592-593 |
| Vanderhaeghe, Pieter |
Design and construction of the Schuman Multimodal Point tunnel under the centre of the European district in Brussels |
600-601 |
| Vanderzee, Peter |
Structural Monitoring Solutions: Concepts and Best Practices |
272-273 |
| Vargas, Darwin |
Building a Bridge Widening above Finish Grade and Lowering it with Jacks |
594-595 |
| Vašek, Milan |
The Reconstruction of the Cast Iron Railway Station from 1865 |
570-571 |
| Veerman, Rene |
Understanding the impact of degradation of concrete structures |
212-213 |
| Veit-Egerer, Robert |
Integrated Asset Management Tool for Highway Infrastructure |
62-63 |
| Verbeeck, Kenny |
A doubly curved steel and glass dome for the historic Maritime Museum Amsterdam |
624-625 |
| Vergoossen, Rob |
Quick Scan on Shear in Existing Slab Type Viaducts |
352-353 |
| Vervuurt, Adri |
Strength characteristics for the structural assessment of existing concrete structures |
302-303 |
| Vits, Werner |
Structural rehabilitation and lengthening of three 50 year old locks in Limburg, the Netherlands |
620-621 |
| Vogel, Thomas |
Assessment, Upgrading and Refurbishing – A consolidated approach |
43-57 |
| Voogt, Henk |
From measurements to prediction of moment of intervention during the (remaining) lifetime |
494-495 |
| Voogt, Henk |
Reconstruction of old quay walls in the Port of Rotterdam |
362-363 |
| Vrouwenvelder, Ton |
Reliability aspects of assessment and upgrading |
2-8 |
| Webb, Graham |
Structural Health Monitoring of the Hammersmith Flyover |
152-153 |
| Wei, Xing |
Mechanical behaviour and failure mechanism of perfobond shear connectors in steel-concrete hybrid structure |
178-179 |
| Willems, Arno |
Assessment and Optimization of RAMS-performance of Hydraulic Structures |
232-233 |
| Wood, Jonathan G. M. |
Enhancing Durability - Forensic Investigation of Deteriorating Structures |
206-207 |
| Yamataka, Madoka |
Applying Seismic Isolation Technologies to Buildings Above tracks |
336-337 |
| Yang, Yuguang |
Influence of spatial variability on the shear capacity of RC members without shear reinforcement |
532-533 |
| Yang, Yuguang |
Residual shear capacity of 50 years old RC solid slab bridge decks |
538-539 |
| Yehia, Ebtisam |
Bridge Health Monitoring: A Proposal to Preserve Egyptian Bridge Network |
154-155 |
| Yehia, Sherif |
Evaluation of Concrete Properties for High Strength Steel Applications |
360-361 |
| Yehia, Sherif |
Non-Destructive Techniques for Bridge Inspection in United Arab Emirates |
488-489 |
| Yenta, Sherif |
Development and Evaluation of Self-Consolidated High Strength Lightweight Steel Fiber Concrete in UAE |
356-357 |
| Yokoyama, Hiroshi |
Analytical study on deterioration phenomena caused by water pressure effect on road bridge deck slab |
458-459 |
| Zandonini, Riccardo |
Management of overweight vehicle traffic on road bridges |
60-61 |
| Zeiml, Matthias |
Assessing the structural safety of underground frame structures subjected to fire loading |
120-121 |
| Zhao, Xuqian |
Partially in situ protection of a historic building and a design case combined |
200-201 |
| Zhelyazov, Todor |
Load Carrying Capacity and Remaining Life Assessment: Damage Mechanics Approach |
312-313 |
| Zinke, Tim |
Uncertainty of Maintenance Strategies for Bridge Sustainability Assessment |
66-67 |
| Zwicky, Daia |
Concrete Slab Strengthening with CFRP Textile Reinforced Shotcrete |
92-93 |
