| , Jipeng-Yang |
Rapid post-earthquake assessment for regional bridges based on nonlinear dynamic response simulations |
972 |
|
Full-Scale Monitoring of Form Pressure While Casting Bottom-up with Self-Compacting Concrete |
615-619 |
| Akray, Ayhan |
Design of Shusha Railway Bridge |
110-117 |
| Albhaisi, Suhail |
The Role of Independent Engineer in the Design and Construction of Long Span Bridges in Canada |
1017-1022 |
| Anderson, John |
A Nielsen Arch Rail Bridge Designed to Survive an Extreme Earthquake Event |
141-149 |
| Annan, Rachid |
Load transfer of stay cable forces to pylon, design criteria and comparison of solutions |
41-51 |
| Aparicio, Jonas |
Experimental and numerical study on the re-anchoring of wire in grouted prestressed tendons |
846-853 |
| Armino, Jorge Perez |
Main Cable Inspection and Strength Evaluation of Helicoidal Strand Main Cables Using a Modified NCHRP Evaluation Approach |
409-416 |
| Asso, Rebecca |
Behavior of half-joints: design, simulation, implementation,and execution of laboratory tests |
330-335 |
| Aygen, Sinan |
Incremental Launching Method in a challenging geography: Ahmetbeyli-Fuzuli-Şuşa Motorway Project |
134-140 |
| Banerjee, Sarbartha |
Assessment of River Mersey Steel Truss Bridge Using Non-Linear Finite Element Analysis |
480-500 |
| Barni, Niccolò |
Nonlinear buffeting response of long suspension bridges considering parametric excitation due to large-scale turbulence |
351-358 |
| Baudone, Tommaso |
Structural Health Monitoring of Adhesive Bonded Steel Patches for the Reinforcement of Fatigue-Damaged Bridges Using Distributed Fiber Optic Sensors |
205-212 |
| Berntsen, Kristian |
Leirfjorden suspension bridge |
568-574 |
| Betts, Dillon |
A Case Study on the Analysis and Rehabilitation of an Existing Through Arch Truss Bridge |
744-751 |
| Biliszczuk, Jan |
Using SHM systems data to plan the maintenance of large bridges – Polish examples |
453-463 |
| Bogaert, Philippe Van |
Comparing cable-supported to archstructures footbridges across historic sites |
920-927 |
| Bogaert, Philippe Van |
Deformation compatibility during erection of steel bridges: case of a 2-span railway truss bridge |
426-433 |
| Boretti, Valentina |
Parametric Approach for Composite Bridge Project: analysis and design |
673-680 |
| Boteanu, Valentin-Dan |
The 1915 Çanakkale Bridge: Designing a twin-box girder suitable for a world record span |
69-78 |
| Boteanu, Valentin-Dan |
Innovative geotechnical solutions to meet the demands of the1915 Çanakkale bridge |
84-91 |
| Briseghella, Bruno |
Influence of Girder Connection Type on Mechanical Performance of Multi- span Semi-integral Abutment Bridge |
221-228 |
| Briseghella, Bruno |
Numerical Study on Influence of Mass on Dynamic Performance of Piles with Pre-hole Seismic Isolation System in IABs |
101-109 |
| Brügger, Adrian |
Forensic Quantification of Fire on Suspension Bridges |
443-452 |
| Chen, Jiawei |
An approach for generating spectrum and energy-compatible synthetic accelerograms |
323-329 |
| Choi , Hyunsok |
Catwalk Design and Erection of the 1915 Çanakkale Bridge |
529-536 |
| Choi, Hyunsok |
Steel Deck Fabrication and Erection of the 1915 Çanakkale Bridge |
708-715 |
| Chung, Barry |
Gordie Howe International Bridge: Project Overview and Design Features |
245-252 |
| Cique, Guillermo Muñoz-Cobo |
Modelling techniques and processes used on the recalculation of the Friedrich-Ebert suspension bridge in Germany |
60-68 |
| Collings, David |
The carbon footprint of long span bridges |
737-743 |
| Contento, Alessandro |
Probabilistic Capacity Model for Concrete-Filled Steel Tubes |
269-276 |
| Coskun, Cemal |
Hanger Replacement of Fatih Sultan Mehmet Bridge |
79-83 |
| Derras, Boumédiène |
Artificial Intelligence for the amelioration of seismic resilience of bridges |
277-284 |
| Destri Nicosia, Giovanni Li |
Geotechnical earthquake engineering for the detailed design of the 1915 Çanakkale bridge |
384-391 |
| Devedzic, Zeljka |
Use of Digitization for the Design of a Railway Arch Bridge in Azerbaijan |
213-220 |
| Diana, Giorgio |
New challenges in the IABSE TG3.1 benchmark on super long span bridge aerodynamics |
285-293 |
| du Cray, Aymeric Perret |
4th Abidjan Bridge |
952-960 |
| Fang, Mingshan |
Design features of main passage project of Ningbo-Zhoushan Port |
982 |
| Firth, Ian |
Challenges of a Multiple Super-long Span Suspension Bridge Crossing of the Irish Sea |
811-819 |
| Flores V., David |
Lateral Seismic Fragility of a Cable-Stayed Bridge using Point Estimate Method |
92-100 |
| Fu, Wurong |
Experimental Study on Reinforced Single-column under Eccentric Load |
985-994 |
| Ge, Yaojun |
Span Evolution and Aerodynamic Challenge of Suspension Bridges |
376-383 |
| Geier, Roman |
Monitoring of a Large Extradosed Bridge in Thailand – Lessons Learned |
775-782 |
| Georgiev , Lazar |
130 Years Old Stambolov’s Bridge on Yantra River: the Symbol of Modern Development and Technical Innovation of Veliko Tarnovo |
700-707 |
| Geyik, K. Hakan |
The Fuse-Element feature for modular expansion joints – protecting the expansion joint and connecting superstructure from serious damage during an earthquake |
336-343 |
| Ghasemi, Amin |
Development of Seismic Response Model for Wellington Building Inventory Using Indicator Buildings |
198-204 |
| Gong, Fengzong |
Damping ratio effect analysis of a single-pylon cable-stayed bridge |
976-981 |
| Hajós, Bence |
Some details from the original static calculation of the Chain bridge in Budapest – 1842 |
190-197 |
| Han, Yu |
Key Techniques in Construction eter-level Rigid Skeleton Arch Bridge |
968 |
| Hanai, Taku |
Management of Dry Air Injection System for Main Cables of Suspension Bridges in Honshu-Shikoku Bridges for 20 Years |
607-614 |
| Hernandez, Santiago |
Deterministic and probabilistic approaches for aeroelastic design optimization of long-span bridges |
159-166 |
| Herrmann, Paul |
Design and Implementation of Installation Works on the New Neuenkamp Highway Bridge over the Rhine in Duisburg |
591-598 |
| Hogarth, Kathryn |
Retrofitting of Severely Damaged Concrete Piers using Ultra-High Performance Concrete |
1010-1016 |
| Husain, Rayan |
Structural Health Monitoring of Bridges: State of the Art |
620-627 |
| Idani, Tatsuya |
Braila bridge: Design and construction of the cable system |
995-1002 |
| Ivanov, Stoyan |
Footbridges Over Varbitza River |
944-951 |
| Ivanov, Stoyan |
Momchilgrad-Sedlare Pedestrian Suspension Bridge |
896-903 |
| Jaigopal, R. K. |
Importance of Unmanned Aerial Vehicles for Inspection and Investigation of Long Span Bridges |
537-543 |
| Jaigopal, R. K. |
Paradigm Shift required to bifurcate carrying capacity of span of a bridge with that of its durability in structural investigation of long span bridges |
1038-1045 |
| Kaasa, Lars Halvor |
Independent Design Verification of 1915 Çanakkale Bridge:Global Analyses of Construction Stages |
237-244 |
| Kakehashi, Shinobu |
Inspection of cable-stayed bridge cables using a robot |
636-643 |
| Katsuchi, Hiroshi |
Study on flow structures affecting vehicle running stability on bridge deck under strong cross wind |
359-366 |
| Kazakov, Konstantin |
40 Years History about Structure, Design and Construction of the First Steel Orthotropic Bridge in Sofia |
417-425 |
| Kazakov, Konstantin |
Response of buried arch bridge structure to seismic impact |
294-299 |
| Kazakov, Konstantin |
Time History Analysis of Simple Supported Steel Concrete Beam Regarding Creep Phenomena, using Volterra Integral Equations |
583-590 |
| Kim, Jungin |
PPWS fabrication and erection of the 1915 Çanakkale |
1030-1037 |
| Kjellgren, Alexander |
Opportunities in Civil Projects with Artificial Intelligence |
22-32 |
| Kroon, Inger B. |
1915 Çanakkale Bridge – Detailed Design |
552-559 |
| Larsen, Allan |
1915 Çanakkale Bridge - Aerodynamic Investigations |
790-797 |
| Lausten, Søren |
The 1915 Çanakkale Bridge ̶ Design of articulation systems |
7-13 |
| Leconte, Renaud |
More efficient life cycle maintenance for long spans bridges |
654-664 |
| Lee, Minjae |
A Comprehensive Review on the Suspension Bridge Rehabilitation: Conceptual Approach |
261-268 |
| LEI, Jun-Qing |
Study on Structure and Stiffness Indexes Long span Road-Rail Suspension Bridge |
665-672 |
| Li, Wencong |
Flexural-Shear Behavior of Concrete-Filled Double-Layer Steel Tubular Column |
544-551 |
| Liu, Chao |
Joint Iteration Method of unloaded Cable Shape and Pre-displacement of Main Cable Saddle for Long-span Suspension Bridges |
904-911 |
| Lixon, Md |
The Padma Multipurpose Bridge, Bangladesh's Longest Bridge, Presents Unique Engineering Challenges and an Impressive Outcome |
509-520 |
| Löhning, Thomas |
The 1915 Çanakkale Bridge – Concept Development of Substructure |
126-133 |
| Löhning, Thomas |
The 1915 Çanakkale Bridge – Design and Construction of Substructure |
575-582 |
| Lystad, Tor Martin |
Fully automated global analyses of long-span bridges at a detail design level |
628-635 |
| Maheux, Sébastien |
Nonlinear Analysis of Cable-Supported Bridges Using an Open-source Finite Element Software |
33-40 |
| Makhoul, Nisrine |
Data Quality for Structural Health Monitoring of Bridges |
828-834 |
| Melo, Mark de |
Inspection of the Source of the Nile Bridge |
52-59 |
| Mody, Nirav |
Design and Construction of Multi-span Cable Stayed Bridge at Ambhora, near Nagpur, Maharashtra |
182-189 |
| Mody, Nirav V |
Innovative solution for an Extradosed bridge over river Beas in Hilly Terrain of Himalayas |
472-479 |
| Montoya, Miguel Cid |
Aero-structural design optimization of long-span bridges: From linear to nonlinear aeroelasticity-driven perspectives |
167-174 |
| Morrison, Paul |
1915 Çanakkale Bridge, Tower foundations: Independent Design Verification |
300-307 |
| Mountjoy, Andrew |
Data-driven operation and maintenance of the Normandy and Tancarville long-span bridges |
727-736 |
| Mullins, Paul |
An Analysis of Long Spans of Fixed Link Crossings |
862-869 |
| Muñoz-Rojas, Javier |
Design features of the Cable-stayed Bridge between the islands of Cebu and Mactan (Republic of the Philippines) |
878-886 |
| Murano, Fumiya |
Innovative unloading and lifting system applied for deck erection of new suspension bridge across the Danube river in Romania |
560-567 |
| Nader, Marwan |
Chesapeake Bay Bridge Dehumidification |
716-726 |
| Nader, Marwan |
Designed to Last 150 Years – The San Francisco-Oakland Bay Bridge |
820-827 |
| Németh, Gábor |
Unique cable stayed bridge over the Mosoni-Danube with inclined steel box pylon in Hungary - Some details of the architectural and structural design |
870-877 |
| Nugraha, Widi |
Development of Indonesia’s Probabilistic based Bridge Loading Code |
798-810 |
| Özel, Cemal Noyan |
Evolution of Incrementally Launched Bridge Decks in Turkey |
768-774 |
| Ozkan, Ender |
Sazlidere Bridge Wind Tunnel Testing Assisted Design |
936-943 |
| Paixão Silva, Evelly Beatriz da |
Evaluation of the Impact Forces of Ferries or Barges in Strutures of Protection of the Bridges on Navigable in Rivers of Pará |
752-759 |
| Pamplona, Leila Adriane N. M. |
The Retrofit in Bridges System of Ring Road of the Belém Metropolitan Region - Pará, Brazil |
308-314 |
| Pantak, Marek |
Selected methods of reducing the deck transverse vibrations in long-span steel footbridges – case studies |
401-408 |
| Park , Sejun |
The 1915 Çanakkale Bridge: Geometry and vibration controls for steel tower under construction |
367-375 |
| Paroli, Luca |
The expansion joints of the 1915Çanakkale Bridge |
344-350 |
| Pedram, Masoud |
Quantification of subsurface defects in reinforced concrete of bridges by unsupervised segmentation of IR images |
835-845 |
| Pihl, Jesper |
1915 Canakkale Bridge - Cable Structures |
392-400 |
| Potucek, Jindrich |
Stay-cable Bridge Construction Accelerated
The New Bridge over the Ohio River |
434-442 |
| ROIBET, Adrien |
Normandie Bridge – Fatigue Analysis and Innovative Instrumentation of the Orthotropic Steel Deck |
854-861 |
| Ruíz, Julio |
Special Construction features of the Cable-Stayed Bridge between the islands of Cebu and Mactan (Republic of the Philippines) |
691-699 |
| Schaik, Rik van |
Benefits of parametric modelling in bridge design |
912-919 |
| Schmid, Benjamin |
From Leonardo da Vinci to Fritz Leonhardt – The Role of Physical Measurement Models in Bridge Engineering |
928-935 |
| Seguel, José Luis |
Industrial Bridge, Chile
Challenge in seismic detail design |
887-895 |
| Shaban, Nefize |
Resilience Metrics in Bridges |
1046-1051 |
| Shimose, Kodai |
Seismic Retrofit using the Largest Viscous Damper in Japan |
760-767 |
| Son, Pham-Truong |
Load identification and damage evaluation of a beams subjected to moving loads by using co-located strain and acceleration measurements |
150-158 |
| Staen, Gilles Van |
Experimental Verification of Design Proposal for Cross-sectional Curved Steel Plates in Shear |
14-21 |
| Stipanić, Bratislav |
Highway Bridge over the Sava River at Sremska Raca – Construction |
521-528 |
| Sugimoto, Yuma |
Improvement of Stiffener Configuration to Strengthen Tensile Type Joints with Long Bolts Applied to Bridge Main Tower |
464-471 |
| Sun, Zhen |
Detection of trainloads of suspension bridges with bridge responses: a comparative study using displacement and stress |
175-181 |
| Takai, Toshikazu |
Mechanical behaviour of bolt replacement of bolted connection in bending and tensile |
1023-1029 |
| Teiter , Zoltán |
Arched Reinforced Concrete Pylon Composite Bridge in Hungary |
253-260 |
| Thage, Karina Johanne |
The 1915 Çanakkale Bridge – Design of Towers |
501-508 |
| Thomas, Nadine |
Influence of imperfections on the buckling behaviour of longitudinal stiffened panels with eccentric load application |
681-690 |
| Tondo, Gledson Rodrigo |
A physics-informed machine learning model for reconstruction of dynamic loads |
315-322 |
| Vineyard, Preston D. |
Kosciuszko Bridge Phase 2 – Erecting a Cable Stayed Bridge in a Dense Urban Environment |
644-653 |
| Virlogeux, Michel |
Hybrid solution for the 1915 Canakkale Bridge |
783-789 |
| Wang, Changjiang |
Technological Innovation of Multi-pylon Suspension Bridge |
973 |
| Wang , Rengui |
Progress of Bridges in China in the 20th century |
964 |
| Wang, Zhiguo |
ILM Application in 66m Span PC Continuous Beam |
983 |
| Wei, Leyong |
Design innovation of Zhangjinggao Yangtze River Bridge |
965 |
| Wu, Dacheng |
Bridge Adaptive Digital Twin with lifecycle internal force monitoring and control |
969 |
| Xiao, Haizhu |
Technical innovation of Xihoumen cable-stayed suspension bridge |
966 |
| Xiao, Xiangrong |
Introduction of Several New Bridge Construction Techniques |
967 |
| Xinpeng, YOU |
Construction technology innovation of 2300-meter suspension bridge: new diaphragm wall and composite tower |
962 |
| Xu, Dong |
Stress Indicators - A Complete Checking System of Stresses for Box Section |
1003-1009 |
| Yang, Jian |
Single Tower Ground Anchored Suspension Bridge |
970 |
| Yang, Zhao |
Research and application of key technology for construction of large open caisson foundation of bridge |
971 |
| Yeonghun, Seong |
Structural Behavior of a 40+ Year Old PSC-I Concrete Bridge According to its Internal Tendon Loss in the Central Part |
118-125 |
| Yip, Sammy |
Bridge Specific Live Load for the Assessment of Tsing Ma Bridge and Lantau Link |
599-606 |
| Zhang, Hong |
Industrialized construction technology of three-tower light composite beam cable-stayed bridge |
963 |
| Zhang, Shenglin |
Research and Application of a Comprehensive Solution for the Demolition and Reconstruction of Trussed Combination Arch Bridge |
974 |
| Zhang, Yongtao |
Construction technology innovation of Sunk Shaft foundation and composite tower of 1200m highway and railway cable-stayed bridge |
961 |
| Zhao, Lei |
Design innovation of Shiziyang Bridge |
984 |
| Zhou, Jian |
RotD100 target spectral compatible bi-directional ground motions: effects on orientation dependence and structural response |
229-236 |
| Zhu, Cong |
Key Technology and Practice of Manufacturing Special-shaped Steel Box Girder under European Standards |
975 |
