| Abramski, M. |
Concrete-Filled FRP Tubular Members in Marine and Bridge Structures |
992-999 |
| Arroyo Alba, P.P. |
This Is not (only) a Bridge "ceci n'est pas (juste) un pont" |
316-323 |
| Backhouse, A.P. |
Structural Stainless Steels: Preserving the Past and Creating Today’s Long-Life Iconic Structures |
324-331 |
| Barański, M. |
Engineering Knowledge in Ancient Palmyra |
520-527 |
| Beconcini, M. L. |
The Definition of Drift Capacity of Walls in the Seismic Assessment of Masonry Buildings |
642-649 |
| Beivydas, E. |
Suspension String Future Structure |
733-740 |
| Bień, J. |
Management of Bridge Structures – Challenges and Possibilities |
8-31 |
| Biliszczuk, J. |
Outstanding Civil Engineering Structures Built in Poland |
32-58 |
| Biliszczuk, J. |
Stefan Bryła – Polish Creator of the First Welded Road Bridges |
201-211 |
| Bogaert, V. |
Axial Rotation of Steel Tubular Arch Springs Connected to Concrete Abutment |
869-876 |
| Bogaert, V. |
Unusual Composition and Load-Carrying Capacity of a 100-Year Old Early Age Steel Exposition Hall |
528-535 |
| Boros, V. |
Is Building Information Modelling a Disruptive Innovation? |
951-958 |
| Brühwiler, E. |
Novel Structural Engineering Technologies to Serve Heritage Bridges |
221-228 |
| Bucholc, K. |
Evaluation Criteria Applied in Bridge Infrastructure Maintenance in Poland and Selected Countries of the World |
1008-1015 |
| Calderón de Diego, F. |
Interoperability of Civil Engineering BIM Models with Virtual Reality Tools |
959-966 |
| Ceravolo, R. |
Condition Assessment, Monitoring and Preservation of Some Iconic Concrete Structures of the 20th Century |
59-82 |
| Ceravolo, R. |
Dynamic Investigations on the Health State and Seismic Vulnerability of Morandi’s Pavilion V of Turin Exhibition Center |
741-748 |
| Ceriolo, L. |
Why and How to Introduce the Teaching of History in the Cursum Studiorum of Structural Disciplines in Engineering Faculties |
229-236 |
| Cervantes, D. |
Repair Project of a Vehicular Bridge Damaged During the 2017 Puebla-morelos Earthquake: Seismic Evaluation |
749-756 |
| Chaudhry, C. |
Forensic Analyses of Cracking in Exterior Wall Constructions |
536-543 |
| Chmielewska, B. |
Mechanisms of Defects Formation of Waterproofing Membranes on Concrete Bridge Decks |
1016-1023 |
| Collin, B. |
Contribution of Innovative Techniques for Condition Assessment of Historical and Iconic Structures |
237-244 |
| Connell, J. |
Submerged Floating Tunnels - Sensitivity in High Currents |
406-413 |
| Cornelius, T. |
Recent Developments in Design Methods for Masonry Pillar Structures |
650-657 |
| Croce, P. |
Implication of Climate Change on Climatic Actions on Structures: the Update of Climatic Load Maps |
877-884 |
| Croce, P. |
An Integrated BIM Methodology for the Seismic Assessment of Masonry Buildings |
967-974 |
| Croce, V. |
Planning Post-Earthquake Surveys: Assessments and Reconstruction of Small Historical Centres |
332-339 |
| Däbritz, M. |
Demolition of Fatigued Bridges with Movable Scaffolding Systems |
414-421 |
| Daniel, R.A. |
Combating the "Shock Doctrine" to Repair Historical Hydraulic Structures |
658-665 |
| de Boer, A. |
Extended Validation for Using Nonlinear Finite Element Analysis for Assessing Existing Concrete Structures |
861-868 |
| de Boon, J. |
Possible Application of FRP Bridges in Renovation and Replacement Task of Rijkswaterstaat |
1000-1007 |
| Doroz-Turek, M. |
After a Great Fire. The Problem of Roof Recovery in Historic Buildings |
544-551 |
| Drobac, J. |
DLMs for Pedestrian Vibration Control on Bridges |
757-764 |
| Finlay, T. |
Stadia Roofs, the Development of Gravity Stressed Cable Nets |
340-347 |
| Flores Vidriales, D. |
Behaviour Assessment of Bridges Considering the Effect of the Progressive Scour and Fill over Time |
885-892 |
| Georgiadis, L. |
Comparison of the Structural Behaviour between Under-Deck Cable-Stayed and Under-Deck Suspension Footbridges under Pedestrian Action |
765-772 |
| Gisterek, I. |
Changeable Fate of Covered Tram Track Applications |
348-355 |
| Godart, B. |
Condition Assessment of an Historical Structure: the CNIT Vault in Paris |
552-559 |
| Grobelny, Ł. |
BIM Basic Workflows in Bridge Design – Challenges and Difficulties |
975-982 |
| Halaczek, B. |
Linking Poland and Germany – a new Rail Bridge over the River Odra: the Küstrin-Kietz Crossing |
356-363 |
| Halpern, J. |
Risk Factors During Underpinning of Historic Structures |
560-568 |
| Hampshire Santos, S. |
Comparative Study of International Major Codes for the Seismic Design of Buildings |
844-851 |
| Hawryszków, P. |
Synergy of Culture and Civil Engineering – Project "Bridge Builders" Organised by Wroclaw European Capital of Culture |
364-371 |
| Hong, N.K. |
Rebirth of Stone Bridge in the Cultural Context |
245-251 |
| Hołowaty, J. |
Repair of High Silicon Steel Railway Bridges |
1024-1031 |
| Hrasnica, M. |
Structural Versus Aesthetical Concerns in Reconstruction of Historical Masonry Buildings |
569-576 |
| Huber, P. |
Seismic Isolation Protection System for the 1081-Bed Eskisehir City Hospital in Turkey |
773-780 |
| Idani, T. |
Structural Reinforcement for Hangers and Main Cable of Bosphorus Bridge |
1032-1039 |
| Invernizzi, S. |
The Collapse of the Morandi’s Bridge: Remarks About Fatigue and Corrosion |
1040-1047 |
| Ivanov, St. |
Additional Effects from Transforming Open Bridge Cross Section to Semi-Closed |
893-900 |
| Januszkiewicz, K. |
Parametric Green Footbridges in Urban Space. a new Approach to Design Environment-friendly Structures |
372-379 |
| Jiponov, A. |
Experimental Investigation and FEM Analysis of a Composite Steel-concrete Bridge Superstructure with Partially Encased Steel Profiles |
1048-1054 |
| Jones, J. E. |
Development of Nacelle Assembly Lifting System for Self-Erecting and on-site Fabricated Wind Tower |
666-675 |
| Karaś, S. |
Historic Bridge in Pliszczynska Street in Lublin |
252-259 |
| Kasuga, Akio |
Challenge for Next Generation of Concrete Bridges, Non-Metallic Bridge with Zero Cement Concrete |
83-97 |
| Knawa-Hawryszków, M. |
Examples of Buildings Protection Against Vibrations as Element of Sustainability in Civil Engineering |
676-683 |
| Knudsen, O. |
Corrosion Protection of Steel Bridges with Thermal Spray Zinc Duplex Coatings – 50 Years Experiences |
1055-1060 |
| Lang, A. |
Study of the Volodarsky Drawbridge Issues |
781-788 |
| Leniak-Tomczyk, A. |
Historical Conditionings Forming/Shaping Bridges |
260-267 |
| Lenner, R. |
Resistance Models for Semi-Probabilistic Assessment of Historic Steel Bridges |
1061-1068 |
| Lorenc, W. |
The Coherent Concept of the Lever Arm in a Cross-Section |
684-691 |
| Lorenc, W. |
Composite Dowels: the Way to the new Forms of Steel-Concrete Composite Structures |
98-138 |
| Machelski, C. |
Prognosis of the Long-term Behavior new Cantilevered Bridge in Wroclaw |
422-429 |
| Manjure, P.Y. |
Installation of Buddha Statue - Monument of Engineering & Culture |
577-584 |
| Marecki, A. |
Combining Art and Engineering – Warsaw’s Oldest Road Viaduct |
268-275 |
| Martakis, P. |
Vibration Monitoring of an Existing Masonry Building Under Demolition |
585-592 |
| Matusewicz, T. |
The Culture-Forming Effect of a Bridge as a Spatial-temporal Cultural Code |
276-282 |
| Meng, N. |
Addressing All of Society’s Needs in the Selection and Use of Key Bridge Components |
1069-1076 |
| Mieloszyk, E. |
Increasing the Lifetime of Engineering Structures Through the Use of Composite Laggings |
593-600 |
| Minoretti, A. |
The Submerged Floating Tube Bridge: History of a new Structure |
430-437 |
| Nilforoush, R. |
Anchorage Capacity and Performance in Plain and Steel-Fibre-Reinforced Concrete |
700-709 |
| Nilforoush, R. |
Fracture Energy of Concrete for Bridge Assessment |
692-699 |
| Oliveira, D.V. |
Structural Performance of a Medieval Stone Masonry Arch Bridge |
901-908 |
| Onysyk, H. |
Monitoring-based Reliability Assessment of a Steel Arch Bridge |
1077-1084 |
| Ortlepp, R. |
Preliminary Study for the Reconstruction of the Tower Helmet of St. Luke’s Church in Dresden |
609-616 |
| Ortlepp, R. |
RC Roof Structures from Post-war Time |
601-608 |
| Pacheco, P. |
Geometrical Control in Span by Span Cast in Situ Construction of Bridge Decks |
438-445 |
| Palmisano, F. |
Effect of Low Ribbing and Concrete Cover Thickness on the Anchorage of Bars in Existing R.C. Structures |
617-624 |
| Pańtak, M. |
Vibrations of Footbridges Caused by Running People |
789-796 |
| Pedrosa, B. |
Mode I Fatigue Crack Growth Tests on Puddle Iron Strengthened with CFRP Plates |
797-803 |
| Pedrosa, B. |
Probabilistic Fields of Fatigue Crack Growth Rates of Puddle Iron Based on Huffman Local Approach |
804-811 |
| Pejovic, R. |
Rehabilitation of the Existing 4 Span Continuous Girder Bridge Using Prestressing Technique |
1085-1092 |
| Pellegrino, C. |
Ambient Vibration Tests for Modal Characterization of an Existing Steel-Concrete Composite Bridge |
812-819 |
| Petri, M.B. |
Structural Assesment of Existing Suspension Bridge between Cameroon and Nigeria |
283-290 |
| Pfleger, M.-P. |
Strengthening of Slab Bridges with Top Concrete Layers |
909-916 |
| Piana, G. |
On Suspension Bridge Flutter Analysis Including Drag Force Effects |
820-827 |
| Piątek, B. |
Upgrading of Existing Bridges with CFRP Prestressing System – Recent Polish Experience |
1093-1100 |
| Popescu, C. |
A Comparison between Laser Scanning, Photogrammetry and Infrared Scanning to Create 3D Digital Models of Existing Concrete Bridges |
1101-1108 |
| Pustelnik, M. |
Influence of a Hot Asphalt Mixture on the Stresses in the Post-Tensioned Box Girder |
917-925 |
| Rabiega, J. |
Degradation of the Long-Term Operated Metallic Bridge Materials and Its Rehabilitation Using Composite Structures |
1109-1116 |
| Rademacher, D. |
Advanced Bridge Solutions with Low Life-Cycle Costs |
1117-1124 |
| Radomski, W. |
Bridge Aesthetics – Functional and Structural Needs versus Architectural Imagination |
139-156 |
| Randl, N. |
Efficient and Low Invasive Strengthening of Existing Concrete Structures in Shear |
710-717 |
| Ranta, M. |
Fatigue Accumulation Comparison of Simulated Traffic Flow and Design Loads in Reinforcing Steel of R.C. Bridges |
828-835 |
| Regalado, M. |
Indoor Air Quality Simulation with Reduced Scale Models for Housing Buildings in the City of Lima, Peru |
380-389 |
| Rhodes, S. |
Steel Bridge Member Resistance: EN1993-2 Compared to AASHTO (USA) |
926-933 |
| Richli, T. |
Long-Term Movement Behaviour of Bridge Bearings and Expansion Joints from SHM Data |
1125-1132 |
| Rocco, A. |
Analysis of the "Ponte do arco" Stone Masonry Arch Bridge |
934-941 |
| Rossi, E. |
Damage and Failure Mechanisms Associated with Stress Transfer of Textile Overlap Joints in Textile Reinforced Concrete |
718-725 |
| Roy, B. C. |
Assessing Historical Structures Along Mass Rapid Transport Corridors |
390-396 |
| Rusev, R. |
Hammersmith Bridge – Integration of Site Testing and Numerical Analysis |
836-843 |
| Ryjáček, J. |
The Ulttimate Load Test of the Historical Riveted Road Bridge |
1133-1140 |
| Sabourova, N. |
Detection of Sparse Damages in Plates |
1141-1148 |
| Sankaran, M. |
An Innovative Design of a Long Integral Bridge in the UK |
446-453 |
| Schünemann, C. |
Upgrading Potentials of Founding Epoch Houses for Heat Waves Intensified by Climate Change |
1149-1156 |
| Sęk, R. |
Bridge over Vistula River in Cracow: the First Railway Network Arch Bridge Using cold-bent HD Sections and Composite Dowels |
454-462 |
| Siotor, I.G. |
Lightweight Structures Technology for Bridges Small and Large – Short History and new Developments |
463-470 |
| Siviero, E. |
Bridges in the World Heritage List between Culture and Technical Development |
157-180 |
| Siviero, E. |
Riccardo Morandi and his Legacy in the Realization of Italian Concrete Bridges |
291-298 |
| Siwowski, T. |
The Polish Experience in FRP Composite Bridge Construction |
471-478 |
| Sousa, F. |
Assessment and Forecast of the Culvert’s Performance Within a Road Infrastructure Management System. Literature Review |
1157-1164 |
| Stankiewicz, B. |
Innovative Lightweight Footbridges in Comprehensive Material and Dynamic Analysis |
479-486 |
| Štimac Grandić, I. |
Reconstruction and Restoration of the Upper Bridge in Nin |
1210-1217 |
| Stipanić, B. |
Belgrade Bridges Across Sava River as Monuments of Technical Development in Bridge Engineering |
397-404 |
| Suzuki, H. |
Application of new Technology for Replacement of Deteriorated Concrete Slab |
1165-1172 |
| Syrkov, A. |
Enhancing of Bridge Management Given Failures Data |
1173-1180 |
| Täljsten, B. |
Assessment of Prestressed Concrete Bridges - Challenges |
487-494 |
| Trochymiak, W. |
Aesthetic and Historical Aspects of Repairing the "Pancera" Flyover in Warsaw |
299-306 |
| Uebelhoer, D. |
Bridgedeck Preservation. Where Do We Come from and Where Do We Go? |
1181-1188 |
| Vasiliev, А. |
Evaluation of Load Capacity and Durability Bearing Structures of Bridges Superstructures Due to Wear |
1189-1196 |
| Vítek, J. |
Development of Concrete Bridges in the Czech Republic |
307-314 |
| Weinand, Y. |
Towards Sustainable Timber Construction Through the Application of Wood-Wood Connections |
181-199 |
| Wiater, A. |
Research on Bridge Elements Made of Lightweight Concrete Reinforced with GFRP Rebars |
942-949 |
| Will, B. |
Open BIM Approach for Efficient Serial Bridge Modeling |
983-990 |
| Wilming, D. |
The Historic Olympic Stadium in Helsinki of 1938. Development of Highly Dynamically Loaded Uplift Bearings for the new Modern Stand Roofs Integrate Inconspicuous in the Monumental Protected Facade |
625-632 |
| Wysokowski, A. |
Rebuilding of the Historic St Mary’s Cathedral in the Capital of Western Australia |
633-640 |
| Włodzimirski, W. |
Danube Crossing Within the D4R7 Project in Bratislava |
495-502 |
| Yi, J. |
Realization of Timber Vehicle Bridge in Korea |
503-510 |
| Zanini, M.A. |
Seismic Reliability Analysis of a Gravity-designed Two-span Open-Spandrel Reinforced Concrete Arch Bridge |
852-859 |
| Zanini Barzaghi, C. |
The Swiss Giovanni Lombardi in the History of Civil Engineering of XXI Century |
212-219 |
| Zanon, R. |
OA666 in Luxembourg - High Strength Steel for a very Slender Highway Deck in Tight Construction Site: a Modern Answer to a Future Typical Problem |
511-518 |
| Ziółkowski, P. |
Latest Achievements in Concrete Structures Three-Dimensional Printing |
726-731 |
| Zobel, H. |
Poniatowski Bridge & Viaduct in Warsaw – Safety of People and Structure Versus Conservation Requirement |
1197-1202 |
| Żółtowski, K. |
Historic Lattice Arch Bridge, Searching for Rehabilitation Methods |
1203-1209 |
