| Almeida Gonçalves, Igor de |
Computational modeling of flat slabs with openings reinforced with HPFRC under punching shear stress |
1108-1117 |
| Ambor, Michal |
Novel engineering solutions for incremental launching of bridges on low-friction materials: case studies of Nowra and Sydney Gateway bridges in Australia |
1043-1050 |
| Andersen, Ulrik Sloth |
Inspection and complete rehabilitation of the Langebro Bridge in Copenhagen with focus on sustainable solutions |
345-353 |
| Aoki, Yukari |
Chain reaction failure analysis for tied arch bridge considering cable corrosion |
1243-1250 |
| Armitage, John |
Ethical challenges and greenwashing – challenges for structural engineers |
99-106 |
| Armitage, John |
Modular construction and component-based bridge design to minimise waste |
1100-1107 |
| Arnold, Will |
Engineering in an Emergency |
28-36 |
| B. Skilbred, Anders W. |
Data-driven corrosion risk assessment for structures using ISO 9223 |
762-768 |
| Backer, Hans De |
Evaluation of the behavior of old beam-plate bridges |
165-172 |
| Backhouse, Andrew |
Stainless steel as a structural material in the drive toward net-zero bridges |
1390-1398 |
| Beade-Pereda, Héctor |
The New Pooley Bridge – Reconnecting a Community |
235-242 |
| Beade-Pereda, Hector |
Sustainability and Beauty in Bridge Design |
955-963 |
| Bennett, Kevin |
ElevArch® - Jacking heritage masonry bridges to allow for railway electrification |
1140-1148 |
| Bertola, Numa |
FLO:RE – A new floor system made of reused reinforced concrete and steel elements |
1092-1099 |
| Betts, Dillon |
A Case Study on the Structural Assessment of an Existing Through Arch Truss Bridge |
493-499 |
| Blom, C.B.M. (Kees) |
The client’s point of view on the realisation of a geopolymer concrete bridge with recycled concrete aggregates |
730-737 |
| Bogaert, Philippe Van |
Investigation into the cause of cracks and the opportunity to refurbish steel Vierendeel railway bridges |
486-492 |
| Boros, Vazul |
A Broadened Approach to the Environmental Assessment in Bridge Design |
631-638 |
| Boros, Vazul |
Suitability of EN 1317 crash test parameters for determining accidental loads on bridges |
1189-1197 |
| Breider, Janwillem |
Management of Corrosion Damage in Locked Coil Cables of the Galecopper Bridge: Case Study, Detection, Assessment, and Strengthening |
997-1005 |
| Brühwiler, Eugen |
Sustainable salvation of deficient RC bridges by means of the UHPFRC Technology |
1325-1331 |
| Cai, Yancheng |
Tests of stainless steel circular tubular stub columns with seawater sea-sand concrete infill |
1006-1014 |
| Campbell, Peter |
Challenging prior decisions relating to existing bridges |
1316-1324 |
| Candeias, Miguel |
Bridge hangers as cruciform sections – Advantages and behaviour under wind loading |
1358-1365 |
| Carluccio, Savina |
Engineers and climate action: are we rising to the challenge? |
37-45 |
| Celati, Simone |
System reliability accounting for corrosion-induced degradation over time |
655-663 |
| Chalk, Philip |
Assessing the carbon footprint of bridges and a strategy to deliver carbon reductions |
613-621 |
| Chen, Jianan |
Experimental study and finite element analysis on seismic behavior of flat vertical-diaphragm stiffened concrete-filled SHS column joints |
871-878 |
| Chen, Jianlan |
Pile type selection and design of permanent-temporary synthesis structures for underground urban complexes in soft soil foundation site |
745-752 |
| Chen, Ming |
Deep reinforcement learning algorithm based optimization method for the multiple storey braced steel frame structure under global stiffness constraints |
864-870 |
| Chong, Peter |
Bristol Temple Meads Railway Station roof refurbishment project |
664-672 |
| Claude, Paulo |
Methodology of a predictive tool for corrosion prediction and risk- based maintenance in reinforced concrete structures |
775-782 |
| Collings, David |
Carbon Emissions, Lifespan and Circularity Interaction Strategies |
133-138 |
| Collins, John |
Hidden defects risk assessment at the Humber Bridge |
509-517 |
| Collins, John |
Humber Bridge side span rocker bearings replacement |
964-971 |
| Coward, Andy |
Reconstruction of a Ukrainian road bridge by use of 3D printed minimass beams |
706-714 |
| Curry, Ben |
Super-Low-Carbon Footbridge Design |
947-954 |
| Cusumano, Linda |
Data-driven and production-oriented tendering design using artificial intelligence |
107-114 |
| Dablin, Ed |
Soho Loop Cantilever Footbridge |
1277-1284 |
| Das, Pankaj Kumar |
Design of Whitegates to Athlone Castle Pedestrian, Cycle Bridge |
560-572 |
| Davies, Gareth T. |
As bridge engineers, are we designing efficient structures? |
622-630 |
| Deceuninck, Sharon |
Development and validation of a train-bridge interaction model |
190-198 |
| Delport, Emil |
Liaseal Design Concept - A new era of more durable and reliable segmental post-tensioned construction |
1212-1217 |
| Dette, Grischa |
Resource-efficient Excavation Pit Design and Construction with the Integration of Existing Structures |
1433-1443 |
| Ding, Guozhen |
An Experimental Study of Self-anchored Combined CFRP Cables |
1206-1211 |
| Dong, Li |
Application of Carbon Fibre Reinforced Polymer Cable in Extradosed Bridge |
724-729 |
| Dou, Wei |
A New Method for Calculating the Shear Stiffness of RC Beams with Web Diagonal Cracks |
581-586 |
| Du, Bingjie |
Selection and design of wind and earthquake double-excitation vibration mitigation system using fluid viscous dampers for steel residential towers |
1067-1076 |
| Duvall, Michael |
River Lea Crossing Refurbishment & Strengthening: A case study for refurbishment of an historic bridge |
500-508 |
| Fairclough, Helen |
Fast, interactive digital design tools to inform decision making in bridge design |
715-723 |
| Farhoud, Hamdy |
Additive Manufacturing Techniques for Repairable Braced Frames |
753-761 |
| Farrugia, Luke |
Effect of Topology Optimization Parameters on Additively Manufactured Space Frame Nodes |
409-418 |
| Felber, Lukas |
Reuse of cast-in-place concrete slabs in new structures |
639-646 |
| Forsberg, Torben |
Re-use of wind turbine steel towers for pedestrian bridges |
1285-1294 |
| Gagné, Martin |
Bridge Rehabilitation with Thermal Spray Zinc Coatings |
1134-1139 |
| Gao, Jianfeng |
Shake Table Studies of Precast Bridge Columns with a Novel UHPC Connection |
1234-1242 |
| Gibson, Rupert |
Fatigue Design of Van Brienenoord Bridge Deck |
268-276 |
| Gilbert, Matthew |
Masonry arch bridges in the 21st century |
83-89 |
| Goldmann, Eryk |
Preliminary tests for application of carbon nanotubes and Bacillus sphaericus bacteria in self-healing cement mortars |
769-774 |
| Habukawa, Toshie |
Effects of material properties on slipping behavior in high-strength bolted frictional GFRP joints |
1251-1259 |
| Hamlyn, David |
Climate Resilience of Long-span Bridges through Early-stage Aerodynamic and Climate Consulting |
1348-1357 |
| Hamunzala, Bennie |
Estimation of Construction Year of Medium to Long Road Bridges in Zambia using Satellite Imagery |
319-327 |
| Harpin, Richard |
Teaching Reuse of Existing Structures at the University of Sheffield |
1310-1315 |
| Hirano, Takahiro |
Weldability and post-welding fatigue strength of older railway bridges |
1158-1164 |
| Hou, Yuzhou |
Sensitivity Analysis and Optimization of Coupling Trusses under Wind Stiffness Constraints for Multi-Petal Supertall Buildings |
1058-1066 |
| Hu, Ke |
Advancements in Shear Resistance Prediction for Concrete Beams: A New Shear Model |
879-886 |
| IJselmuijden, Kees van |
Optimising material use and pedestrian comfort for the design of a hybrid steel-FRP bridge |
1077-1082 |
| Ishiguro, Hina |
Patch Plate Strengthening of Steel Box Member by Frictional High-Strength Bolts/Studs |
831-839 |
| Jackson, Chris |
Baker Viaduct: On Track to Better - The Design of a New Railway Viaduct for the 21st Century |
311-318 |
| Jansson, August |
Strain distributions for shotcrete failure in hard rock tunnels |
806-813 |
| Jie, Shen |
Heating and Thermal Conductivity Effect Inside High Damping Rubber Bearing at Low Temperature |
904-912 |
| Jiponov, Alexander |
Inspection and retrofitting of Danube bridge – Ruse – Giurgiu – challenges and innovative approaches |
139-147 |
| Johnsen, Lars Magnus |
Influence of CO₂ Emission Pricing on the Degree of Reuse in Building Projects |
402-408 |
| Johnston, Blythe |
Interdisciplinary data collection for empirical community-level recovery modelling |
1260-1267 |
| Kasuga, Akio |
Low carbon technologies to be challenged in the supply chain of concrete structures |
46-53 |
| Kato, Kentaro |
Ultimate Shear Strength of Welded Stainless and Carbon Steel Girders |
596-603 |
| Kierzek, Maria |
Strengthening of a Curved and Skew Supported Prestressed Hollow Box Girder |
354-360 |
| Kitaichi, Sayuri |
Composite Effects Between Steel Girder and Orthotropic Steel Deck Connected by Shear Force Transferring Members During Deck Replacement Work |
518-526 |
| Knight, David |
Bracklinn Falls Footbridge: efficient modular design |
443-450 |
| Knight, David |
Fabrication’s role in a world in emergency: reducing environmental impact by collaboration |
922-928 |
| Kominiarz, Mathis |
Life-cycle analysis of the Colne Valley Viaduct and assessment of optimised solutions |
451-459 |
| Konishi, Misato |
Load Transfer Mechanism of Single-sided frictional joints with high strength countersunk head bolts |
393-401 |
| Kopiika, Nadiia |
Damage characterisation using Sentinel-1 images: Case study of bridges in Ukraine |
367-375 |
| Kővári, Ákos |
Environmentally conscious structural design and material selection of short-span bridges |
1407-1414 |
| Krasa, Johannes |
From the Drone to the BIM-Model - A Method for Creating As-Is Models in Bridge Construction for the Use Case of Digital Bridge Inspection |
980-987 |
| Kunz, Claus |
Ship impact loads on construction pits of bridges |
1383-1389 |
| Lagerkvist, Johan |
Productivity increase in the design and construction of bridges |
1268-1276 |
| Lanzinger, Klaus |
Design and detailing of durable and sustainable Post-Tensioning structures with polymer ducts according to fib bulletin 75 |
1218-1224 |
| Lavoie, Audrey-Frédérique |
Shifting the Density Discourse: The Future of Soft Density |
124-132 |
| Leon, Roberto T. |
Seismic Evaluation and Rehabilitation of Steel Structures in the United States |
690-697 |
| Li, Wencong |
Numerical Study on Square Large Sectional Concrete-Filled Steel Tubular Columns with Separating Cross Steel Plate |
527-533 |
| Liaghat, Davood |
A low carbon bridge over the River Thames, London, UK |
460-468 |
| Liu, Wang-Hui |
Experimental and numerical study on the seismic performance of irregularly concrete-filled steel tube column to steel beam joints with inner semi-diaphragm |
1173-1181 |
| Madrazo-Aguirre, Fernando |
Thame Valley Viaduct: carbon efficient DfMA viaduct for HS2 |
478-485 |
| Majka, Michal |
Design and Construction of an Arch Bridge over Railway Line no. 132 in Poland using BIM Tools |
260-267 |
| Makhoul, Nisrine |
Adaptive pathways for critical infrastructure resilience |
277-285 |
| Mantawy, Islam M. |
Additively Constructed Seismically Protected System for Bridge Infrastructure |
227-234 |
| Mantawy, Islam M. |
Predicting Fractures in Reinforcing Steel Bars: A Low Cycle Fatigue CNN Approach |
587-595 |
| Mantawy, Islam M. |
Topology-Optimization-Based Additive Construction for Sustainability |
738-744 |
| Masungi, Parfait M. |
Effect of Initial Web Out-of-Flatness Imperfections on the Shear Strength of Low-Frequency Sinusoidal Plate Girders |
208-217 |
| McEwen, Paul |
The Legacy of the Past: Geotechnical challenges from coal mining impacting major rail infrastructure. |
294-301 |
| Mehta, Manish |
A Finnish Case Study of U-Trough Underpasses in High Water Table Conditions for Gravity vs Anchored Structural System |
1225-1233 |
| Menting, Michael |
Sustainable concrete for the Uithoornlijn Project |
647-654 |
| Meucci, Davide |
FLOW Bridge - A modular FRP footbridge designed Through an innovative procurement process. |
1034-1042 |
| Mitchell, Dervilla |
In plain sight - Engineers, Engineering and Ethics |
54-58 |
| Miyachi, Kazuhiro |
Proposal for cable replacement method incorporating arch structure in aging cable-stayed bridges |
148-155 |
| Miyashita, Takeshi |
Experimental Study of Compressive Strength of CFRP Reinforced Steel Columns |
1165-1172 |
| Montoya, Miguel Cid |
Nonlinear aerostatic stability of a curved 275-m span suspension footbridge between Spain and Portugal |
243-251 |
| Montoya, Miguel Cid |
Towards Cyber-Secure and Hazard-Resilient Smart Civil Structures |
199-207 |
| Morn, Chornay |
Analysis and Design of Steel Structures Equipped with Pressure- Adjustment Fluid Viscous Dampers for Wind-And-Seismic Double- Excitation Vibration Mitigation |
1015-1024 |
| Mullins, Paul |
Global Trends in Bridge Collapse Incidents in 2023: an Analysis of Regional Patterns and Causative Factors |
75-82 |
| Mutale, Lombe |
Probabilistic modelling of building stock properties for urban mining |
1424-1432 |
| Nader, Marwan N. |
Design of the Bataan-Cavite Interlink Bridge (BCIB) Project in The Philippines |
1366-1374 |
| Näsbom, Andreas |
Construction and Testing of a CFRP-prestressed Railway Bridge Prototype |
90-98 |
| Navarro, Ignacio |
Sustainability as a key design factor from the structure conception stage |
855-863 |
| Nguyen, Tung |
The impact on structural embodied carbon of using loads obtained from wind tunnel testing vs code-based loads |
1415-1423 |
| Nilsson, Robert |
Cody Dock Rolling Bridge: infrastructure and place |
551-559 |
| Nitipong, Praphaphankul |
Enhancing Root-Deck Crack Detection in Orthotropic Steel Decks through Numerical Investigation of Eddy Current Techniques |
822-830 |
| Norbu, Sonam |
Transpennine Route Upgrade – Huddersfield Viaduct
Reuse of the Old |
302-310 |
| Oliveira Almeida, Pedro Afonso de |
Rehabilitation of the Outeiro Bridge with emergency strengthening of the superstructure damaged by barges impact |
182-189 |
| Onishi, Yuki |
Renewing Short-Span Existing Bridge Decks with CFRP Tendons for Durability |
336-344 |
| Osborne, Tom |
The Challenges of Designing a Low Carbon Bridge |
469-477 |
| Otani, Akine |
Evaluation of Resilience in Displacement Restrain Brace with initial story stiffness and Buckling Restrained Brace |
896-903 |
| Ozola, Lilita |
Assessment of Strength and Stiffness Properties of Wood in Existing Structures |
673-680 |
| Parak, Mohamed |
Rehabilitation of the flood damaged Mhlali River Bridge and adaptation for improved resilience to extreme weather events |
1198-1205 |
| Peng, Chongju |
New Precast Concrete Segmental High-Speed Railway Bridges from Lianyungang to Xuzhou: Donghai Viaduct and Daxu Viaduct |
1083-1091 |
| Pfleger, Marc-Patrick |
Load Bearing Behavior of 3D Printed Prestressed Segmental Concrete Girders |
938-946 |
| Potucek, Jindrich |
Optimization Process of Railway Segmental Bridges Constructed by Balanced Cantilever Method |
1303-1309 |
| Radl, Elisabeth |
Specimen Design and Advanced Material Testing for 3D Printing Concretes |
115-123 |
| Rettinger, Martin |
Unlocking Modularity Benefits with the Use of Precast Segmental Technology |
1025-1033 |
| Retzepis, Ioannis |
Strategies for saving the existing Infrastructure in Germany |
972-979 |
| Roxas, Cheryl Lyne C. |
Streamlining a Transitional Shelter Design: A DfMA-driven Approach for Efficient Design and Assembly |
604-612 |
| Rubeo, Marco |
Create Space For An Extra Intermediate Floor By Jacking |
698-705 |
| Shao, Dinan |
Sensitivity Analysis and Optimization of Coupling Trusses under Earthquake Stiffness Constraints for Multi-Core Supertall Buildings |
1127-1133 |
| Shimozono, Tokuo |
Extraction Strength of Compact Column-Pile Joints |
798-805 |
| Sima, Fernando |
Extradosed Bridge Part of the Third Ring Road of Mecca – Conceptual Design |
543-550 |
| Stroscio, Riccardo |
M5 Exe and Exminster Viaducts - Strengthening and Safeguarding |
1332-1339 |
| Stroscio, Riccardo |
Strengthening of the A52 Clifton Stage 2 bridge in Nottingham |
988-996 |
| Sunayana, Sushree |
Microcracks assessment during unloading for structural elements reuse |
361-366 |
| Sunga, Alyssa Yvette |
Electric Curing of Conductive Concrete for Cold Weather |
789-797 |
| Sunga, Alyssa Yvette |
Properties of Cementitious Materials with Reclaimed Cement |
428-434 |
| Suzue, Eri |
An Anti-corrosion Method for Concrete Slab with Cathodic Protection |
814-821 |
| Tammi, Santeri |
Two-dimensional transient thermal analysis of drilled-pile wall exposed to extreme temperatures and discussion on frost mitigation methods |
573-580 |
| Tapley, Mike |
Developing computational design techniques to meet the increasing demand for more complex and sustainable bridges in Southeast Asia |
218-226 |
| Thomas, Graham |
The Transpennine Route Upgrade & Project West 3 |
286-293 |
| Tibolt, Mike |
Advanced steel solutions for a sustainable and economic bridge infrastructure |
1399-1406 |
| Tiprak, Koravith |
Neural Network Dynamic Metamodels for a Highly Detailed Cable-Stayed Bridge Finite Element Model |
1149-1157 |
| Traykova, Marina |
Potential of the structural application of GFRP bars reinforcement as an alternative for recycled aggregate concrete slabs |
1051-1057 |
| Turrini, Nicola |
Analysing Embodied Carbon for Rural Trail Bridges in East Africa |
929-937 |
| Van Bogaert, Philippe |
The effect of horizontal loads caused by rapidly rising river water on the bearing capacity of masonry arch bridges |
59-66 |
| Veerman, René |
Extended linear finite element calculation of a 70-years old prestressed concrete viaduct |
1340-1347 |
| Vergoossen, Rob |
Structural assessment of corbels and half-joints in existing bridges |
376-384 |
| Wang, Hongxin |
Efforts of Seismic Retrofit: The Future Challenge of Innoshima Bridge Beyond 40 Years of Service |
67-74 |
| Wang, Qinyu |
Variable stiffness and damping components for semi-active vibration control and inflatable rigidization |
534-542 |
| Wang, Xu |
Experimental study on the bond-slip relationship between concrete and deformed rebar embedded in grouted corrugated duct |
848-854 |
| Watanabe, Keisuke |
Effect of Column Studs on Column-Pile Joints in Buildings without Underground Beams |
840-847 |
| Wisniewski, Dawid |
Design and Construction of the Flyover in the Intermodal Ferry Terminal in Świnoujście |
1295-1302 |
| Wood, Thomas |
Structural Assessment of the M6 Bromford Viaduct Against Ground Movements |
173-181 |
| Wu, Shiyu |
Nonlinear Creep Analysis of Long-span Prestressed Concrete Bridges |
252-259 |
| Wu, Shuang |
Selection and Design of Integrated Coating Systems for Structural Components of All Steel Residential Towers |
783-788 |
| Xiong, Zhihua |
Fatigue life prediction of orthotropic steel decks based on Phase Field model |
328-335 |
| Xiong, Zhihua |
Structural configuration of negative bending moment zone in continuous MVFT girder bridge |
1375-1382 |
| Xu, Fang |
Lateral stiffness design and optimization for over-track residential towers in metro depots |
435-442 |
| Xu, Yutong |
Vibration design and dynamic testing for long-cantilevel composite floors equipped with vibration rods in office tower |
913-921 |
| Yang, Sheng |
Sensitivity analysis of controlling indices and structural optimization for reinforced concrete shearwall residential towers |
1118-1126 |
| Yasuda, Kousuke |
Evaluation on a load-carrying capacity of the stiffened plates subjected to biaxial forces considering the local buckling of the longitudinal ribs |
385-392 |
| Zahra, Sean |
Shear reinforcement of Steel I-beams using CFRP composites |
681-689 |
| Zanon, Riccardo |
Experimental bending tests on filler beam section with SFRC |
1182-1188 |
| Zhang, Hao |
Unified Explanation of Cracks for Long-Span Prestressed Concrete Box Girder Bridge Using Spatial Lattice Grid Model |
156-164 |
| Zhou, Xun |
Overturning of Freestanding Cylindrical Structures under Pulse-like Ground Motions |
887-895 |
| Zwicky, Daia |
Development of cold-bonded lightweight concrete aggregates using biowaste |
419-427 |
