| Abarca, Andrés |
Development of An Exposure Model for Bridge Structures in Northern Algeria |
146-153 |
| Amir, Sana |
Bearing capacity of transversely prestressed concrete deck slabs |
298-305 |
| Arai, Takahiro |
Evaluation of Fatigue Damage in Reinforced Concrete Road Slabs by Acoustic Emission |
16-23 |
| Baldessar Warmling, Gean Marcos |
An Analysis of Bridges Performance in Southern Brazil Highways |
330-336 |
| Bangsgaard, Torben B. |
Structural Health Monitoring System for The Queensferry Crossing |
431-438 |
| Baraf, Nathalie |
Overall assessment of engineering structures |
416-422 |
| Benham, N. |
Parametric Studies of Bridge Specific Assessment Live Loads and Implications for Assessment |
154-161 |
| Berardis, Stefano |
Real-Time Structural Health Monitoring System of Osmangazi Bridge (Turkey) |
423-430 |
| Bhide, Dhananjay A |
Repair of Major Cracks in Central Spans of the 4 Span Continuous Bridge, India |
320-327 |
| BOUVET AGNELLI, Cécile |
Prioritizing repairs using risk analysis and its application to masonry structures |
290-296 |
| Coric, Ibrahim |
Railway Bridges on the Iron Ore Line in Northern Sweden - from Axle Loads of 14 to 32,5 Ton |
55-61 |
| Cumming, Neil A. |
A North American Perspective on Service Life and Durability of Concrete Bridges |
448-455 |
| Daetz, Leif Ole |
Performance Based Practical Design |
137-143 |
| Del Grosso, Andrea |
A simplified displacement based seismic Loss Assessment method for reinforced concrete bridges |
276-283 |
| Dulevski, Encho |
Effective Width for Section Classes 1 and 2 of Composite Girders |
306-311 |
| Ekuje, Friday T. |
Modelling Uncertainty for Scour Assessment of Bridge Piers |
39-46 |
| Farooq, Abdul |
Yavuz Sultan Selim (3rd Bosphorus) Bridge-Inspection and Maintenance |
113-120 |
| Farreras-Alcover, Isaac |
The Structural Health Monitoring System of the Governor Mario M. Cuomo Bridge |
439-445 |
| Friedl, Roland |
The Luitpold suspension bridge over the Danube River in Passau ‐ renovation of a 70‐year‐old suspension bridge under special boundary conditions |
256-266 |
| Helmerich, Rosemarie |
How to assess historic iron and steel bridges |
468-475 |
| Hendy, C.R. |
Reduced Partial Factors for Assessment in UK Assessment Standards |
312-319 |
| Hołowaty, Janusz |
Maintenance repair by welding of badly-corroded railway bridge |
211-218 |
| Jansson, Jacob Brink |
Operation and maintenance of Impressed Current Cathodic Protection systems on concrete civil structures |
219-226 |
| Jensen, Jørgen Højris |
Expansion Joints, status and development |
194-202 |
| Jensen, Thomas Westergaard |
Numerical Limit Analysis of Slab Bridges with Construction Joints |
47-54 |
| Jespersen, Morten Holm Seneka |
Inspection of large infrastructure – A new approach using UAVs and virtual inspection tool |
90-96 |
| Kabos, Matti |
Cable Replacement of the Tacitus Cable Stayed Bridge |
172-179 |
| Kragh, Eva |
Fire protection of suspension bridge main cables |
284-289 |
| Laigaard, Jakob |
O&M of New and Existing Large Cable Supported Bridges |
97-104 |
| Langley, Ray |
The Maintenance of Silver Jubilee Bridge, UK |
267-274 |
| Lantsoght, Eva O.L. |
Stop Criteria for Proof Load Tests Verified with Field and Laboratory Testing of the Ruytenschildt Bridge |
79-86 |
| Leegwater, Arno |
The innovative bearing solution engineered for the Forth Road Bridge’s modified deck-to-tower connections |
248-255 |
| Lollesgaard, Martin |
Great Belt Bridge – Structural monitoring |
401-408 |
| Lunabba, Torsten |
Evaluating the Residual Lifetime of Road Bridges Through Simulation |
8-15 |
| Maglica, Adriano |
The Anchorage, An Unexpected Journey |
476 |
| Matos, José |
Life Cycle Cost Management of Concrete Structures |
130-136 |
| McGinn, Donald J. |
Confederation Bridge Pot Bearing Monitoring and Assessment |
337-343 |
| Mehlsen, Henrik |
Fatigue Assessment of Existing Riveted Bridges |
31-38 |
| Melén, J. Fredrik |
Optimal Maintenance of Suspension Bridge Cable Systems |
227-232 |
| Meng, Niculin |
Automated monitoring of exceptional civil structures – Case studies |
376-384 |
| Meng, Niculin |
Expansion Joint Replacement with Minimal Impacts on the Bridge Structure and on Traffic |
186-193 |
| Muresan, Alex-Manuel |
Dimensioning the Flexural Strengthening of Concrete Slabs with Textile Reinforced Mortar - Litterature Data Evaluation |
180-185 |
| Murphy, Charlotte |
Rapid Bridge Replacement – Learning from the USA |
233-239 |
| Møller, Peter H. |
Monitoring the performance of concrete repairs |
344-351 |
| O’Connor, Alan |
Probability Based Assessment of a Motorway Bridge in Denmark |
162-170 |
| Pedersen, Lars Fuhr |
Data-driven Bridge Asset Management with Drones, Robots & AI |
456-467 |
| Proverbio, Marco |
mparison of model-based identification methods for reserve-capacity assessment of existing bridges |
393-400 |
| Retzepis, Ioannis |
Successful Strengthening Concepts of Bridges in Germany |
240-247 |
| Schmidt, Jacob Wittrup |
Some Experiences with Evaluation of the Load Carrying Capacity of Bridges Using in Situ Load Tests |
71-78 |
| Stefan, Maas |
Ambient vs Forced Excitation & Continuous vs Discrete Sampling of Data for Structural Health Monitoring |
367-375 |
| Stevenson, John |
External Post-Tensioning Evaluation After 20 Years |
24-30 |
| Täljsten, Björn |
Bridges Tested to Failure in Sweden |
64-70 |
| Thomsen, René Muff |
Operation and Maintenance Strategies in Vordingborg Municipality |
105-112 |
| Thonon, Pascal |
Herstal Viaducts, Complete Program of Refurbishment, Strengthening and Upgrading of Existing Structures |
203-210 |
| Trung, Ngoc |
A Variation Model Method for Real Time System Identification in Bridge Health Monitoring |
360-366 |
| Veit-Egerer, Robert |
Einstein - Risk-Based Decision Model for the Determination of Optimized Maintenance Intervention Schedules for Infrastructure |
122-129 |
| Winkler, Jan |
Monitoring of the Great Belt Bridge hanger vibrations and expansion joint movements using Digital Image Correlation |
409-415 |
| Wood, Jonathan G M |
Predicting Deterioration for Design and Maintenance: AAR and Chlorides |
352-358 |
| Zhan, Ying |
Bridge Surface Roughness Detection Based on Double-Vehicle-Double-Pass Technique |
385-392 |
