| Acuña-Coll, Nayled |
Multi-objective optimization of pavement networks using Traffic Management System (TMS) |
174-183 |
| Aguero, Marlon |
The Framework for a Comprehensive Bridge Management Platform Developed by Kinemetrics |
1326-1333 |
| Agüero Barrantes, Pablo |
Alternative replacement option for medium-span bridge with the Hybrid Decked Bulb Tee |
235-241 |
| Agüero Barrantes, Pablo |
Real-Time Hybrid Simulation of Damped Transportation Structures |
268-274 |
| Agüero Barrantes, Pablo |
Structural Performance and Failure Modes of Cantilevered Porcelain Posts in Overhead Railway Transmission Lines |
1136-1143 |
| Akahoshi, Kana |
Damage Detection in a Steel Arch Bridge Model Using a Convolutional Neural Network Focused on the High Frequency Bands |
801-809 |
| Al-Amina |
A Simplified Approach to Accessing Earthquake-Induced Debris from Collapse of RC Frame Structures |
283-291 |
| Al-Emrani, Mohammad |
Fatigue life improvement of welded cover-plates using High Frequency Mechanical Impact treatment |
580-586 |
| Armino, Jorge Perez |
Inspection, Analysis, Diagnosis and Recommendations for Repairs for Two Suspension Bridges in the Patagonia Region of Chile |
218-226 |
| Armitage, John |
Developments in accelerated bridge construction in the United Kingdom – integrated design and construction |
558-564 |
| Ároch, Rudolf |
Bridge Digital Twins Creation Using an Unorthodox Approach |
1023-1030 |
| Aviram, Ady |
Recommended Design Criteria and Implementation Strategies for Seismic Isolation |
471-479 |
| Bairán, Jesús-Miguel |
Performance-based design of continuous concrete bridge accounting for life-cycle analysis and sustainability |
420-428 |
| Barone, Stefano |
Italian Perspectives on Seismic Retrofitting: Unraveling the State of the Art in Building Isolation Techniques |
386-393 |
| Barrios, Hugo Hernández |
Análisis sísmico y prueba de vibración ambiental del Puente Infiernillo I, Michoacán, México |
1307-1318 |
| Berisha, Brikene |
Mathematical Approach for Optimizing Material Reusability in Construction |
158-166 |
| Betancour Suárez, Nelson |
Análisis y diseño del puente K58, Puente aislado en zona de alta sismicidad en Colombia |
1186-1196 |
| Biliszczuk, Jan |
The second life of railway bridges |
80-87 |
| Björnsson, Ivar |
Resource expenditure for bridges in Sweden – do we build greener bridges now compared to 50 years ago? |
825-832 |
| Bouchard, Bruno |
Retrospectiva al puente internacional General Libertador San Martín. Puesta en valor y revisión técnica |
1450-1459 |
| Brenni, Pietro |
NDT assessment of pylon foundations of the Swiss power grid |
595-601 |
| Brown, Justin R. |
The New Johns Hopkins Student Center: Designing for Constructability |
542-550 |
| Calderón Ortiz, Lizeth |
Efectos de la Interacción Humano-Estructura pasiva en propiedades dinámicas de estructuras |
1223-1231 |
| Campos e Matos, António |
Assessment Of The Seismic Performance Of A Viaduct In Mexico City |
184-191 |
| Carro-López, Diego |
Bond behaviour of concrete with fine recycled aggregate |
73-79 |
| Castaño Rojas, Juan José |
Evaluación de sistemas de control estructurales usando simulaciones hibridas |
1392-1400 |
| Cervantes, Estefanía |
UAV-Visual Inspection: Bridge Condition Assessment Over a Decade |
1298-1306 |
| Checa, Josep Farré |
Optimization of prestressing operations in the design of cable-stayed bridges by applying the Direct Algorithm |
921-928 |
| Cheng, Jun |
Analysis of Settlement Ratio of Pile Group under Vertical Load Using FLAC3D |
454-461 |
| Chong, Shen |
Numerical and Experimental Study on the Static Performance of Composite T-shaped Piers with Steel Bent Cap and Concrete Column |
763-770 |
| Collazos-Arias, Felipe |
Análisis de impactos y de la vulnerabilidad de las estructuras por efecto del cambio climático |
873-883 |
| Collazos-Arias, Felipe |
Extension of the road bridge platform of the XIX Century |
462-470 |
| Costa, Giancarlo |
Innovation through Value of Information of the Interpolation Damage Detection Method: an experiment-based value quantification |
1101-1109 |
| Cruz Azofeifa, Miguel F. |
Selección de materiales y procedimientos para refuerzo de obras patrimoniales |
1434-1441 |
| Ćurković, Ivan |
Experimental Study on the Performance of Steel and Composite Plate Shear Walls Under Cyclic Behaviour |
667-675 |
| De Backer, Hans |
Design of Multifunctional Space Structures |
1248-1256 |
| De Backer, Hans |
Use of digital data for rail infrastructure management |
438-444 |
| Decker, Marion |
Experimental investigations on the load-bearing capacity of tunnel segments – Evaluation of the resource efficiency of large-scale test specimens |
167-173 |
| del Arco, Diego Cobo |
Design and construction of a bow-string arch in Costa Rica |
1477-1483 |
| Duarte, José R. |
Boosting Design Efficiency by using BIM for a Major Railway Project in Nigeria |
344-351 |
| Duc, Binh Nguyen |
Analysis of inelastic buckling of I steel beam in different standards and numerical method |
1031-1038 |
| Efthymiou, Eleftheria |
Multi-Angle and Nonuniform Ground Motions on Cable-Stayed Bridges |
489-497 |
| Ekström, Daniel |
Fibre-reinforced post-tension anchoring zone – an experimental comparison of reinforcement configurations |
1274-1281 |
| Fanigliulo, Francesco |
Retrofit Bridges using BIM techniques |
572-579 |
| Ferguson, Aaron |
Review of the Asset Management, Inspection and Rehabilitation Work Required to Maintain Two Suspension Bridges, Angus L. Macdonald and A. Murray MacKay, in Halifax, Nova Scotia (Canada) |
209-217 |
| Ferraz, Ricardo |
Independent Checking of the Bataan-Cavite Interlink Bridge |
445-453 |
| Gabler, Markus |
Sustainable Infrastructure – Assessing the environmental impact of bridge construction |
850-857 |
| Gao, Yun-feng |
Experimental study on the feasibility of a centrifugal precast pipe column with a socket connection |
1367-1373 |
| Georgiadis, Konstantinos |
Effects of Pedestrian Synchronisation on Under-Deck Cable-Stayed Footbridges |
1343-1350 |
| Gheibi, Mohammad |
Hydro-structural Analysis: Assessing Flood Phenomena and Truss Structure Response |
292-299 |
| Gil Bordoli, Rodrigo |
Análisis del detallamiento en cimentaciones por micropilotes y conexión monolítica en puentes del Uruguay |
1197-1205 |
| González Sandoval, Mary Y. |
Análisis comparativo del proceso constructivo del puente atirantado Pumarejo en Colombia vs el puente atirantado asimétrico de Treng-Treng y Kay-Kay en Chile |
1050-1056 |
| Gornall Cacciuttolo, José Manuel |
Inspección y monitoreo de puentes con uso de realidad extendida: Revisión de literatura. |
953-960 |
| Hajdin, Rade |
Prioritization of structures for reassessment considering the value of information |
1153-1160 |
| Hidalgo-Leiva, Diego |
Experimental Analysis of Costa Rican Partially Grouted Masonry for Micro-Modeling Integration |
884-889 |
| Hoskere, Vedhus |
Geometric Digital Twins of RC Bridge Point Clouds using Instance Segmentation |
977-986 |
| Iida, Tetsuya |
Fundamental Study on Evaluation of Axial Force of High Strength Bolts by Digital Image Processing |
1334-1342 |
| Ivanković, A. Mandić |
Seismic assessment of existing bridges: shortcomings vs hidden reserves |
192-200 |
| Ivanković, Ana Mandić |
Application of Pushover Analysis in Seismic Assessment of 50 years old Bridge |
201-208 |
| Jakobsen, Svein Erik |
The Tretten Timber Bridge collapse, forensic engineering |
692-697 |
| Jeary, Alan |
Field tests on two structures to assess integrity, efficient maintenance strategy, soil/structure interaction, risk profile, and seismic response. |
810-818 |
| Kadbhane Digambar J |
A Case Study of Design & Construction Challenges in Ranchi Elevated Structure Project, India |
1257-1264 |
| Kalfas, Konstantinos N. |
Component Testing of Pressurized Sand Dampers to Assess the Effect of Design Parameters |
1282-1289 |
| Kalfas, Konstantinos N. |
Supplemental Damping of Rocking Systems Coupled with Pressurized Sand Dampers |
394-402 |
| Karagiannakis, George |
Resilience of transport infrastructure against natural hazards: attributes and indicators |
698-706 |
| Kaswaga, Katelula Salum |
Construction of J.P. Magufuli Extradosed Cable-Stayed Bridge (3.0km) at Mwanza, Tanzania near Kigongo/Busisi Ferry. |
1004-1012 |
| Kim, Soomin |
Development of Time-domain Aero-hydrodynamic Coupled Analysis Module by ABAQUS User Subroutine for Floating Bridges |
915-920 |
| Kiyama, Taisei |
Analytical study on increasing slip strength of high-strength threaded stud-welded frictional joint with inorganic zinc-rich painted surface for a thin steel plate |
411-419 |
| Knobloch, Markus |
Do we need normative guidance on the design of reused structural components? On the contribution of structural and bridge engineering to solve global challenges |
39-47 |
| Kobayashi, Hisako |
Fundamental Study on Control of Yield Position of RC Piers |
685-691 |
| Komar, Gernot |
Improvement of Al Shindagha Corridor with Infinity Arch |
306-312 |
| Kurihashi, Yusuke |
Assessment of Deflection Distribution in Synthetic Plate Girder Bridge Concrete Decks through Impact Vibration |
130-137 |
| Labor, Adrian Q. |
Multi-Level Above and Below Ground Parking Structures; Capital Project Improvement using Building Information Modeling BIM (Revit, Infraworks & Leica 3D Scan Models.) |
929-936 |
| Lagerkvist, Johan |
Could a grouped design approach of bridges increase productivity and decrease cost and climate impact? |
1241-1247 |
| Lai, JianPeng |
Analytical Study on Changes in Contact Pressure Distribution due to Expansion of Bulb Sleeve Annealing Range in Huck One-side Bolt Used in One-Side Construction |
361-368 |
| Lantsoght, Eva |
Extending the service life of existing concrete bridges using improved assessment methods |
227-234 |
| Lantsoght, Eva |
Post-earthquake observations of bridge damage |
1110-1118 |
| Lee, Joo-Hyung |
A New Solenoid-Type Sensor for Nondestructive Stress Estimation in Prestressed Steel Strands |
1071-1076 |
| León, Javier |
Restoration of a masonry Bridge in Deba (Spain) |
138-145 |
| Leon, Roberto T. |
Functional Recovery and Rehabilitation For New and Existing Infrastructure |
1039-1049 |
| Liu, Chang |
Comparative Analysis of the Tensioning Schemes of the Prestressed Concrete Wide Box Girder of Guanyinsi Changjiang River Bridge |
627-634 |
| Liu, Chang |
Study on the evolution of shear crack in concrete beams reinforced with grid reinforcement |
551-557 |
| Liu, Zhanhang |
A Reduced-order Modelling Approach for Vibration Mitigation Design of Long-span Suspension Bridges |
1161-1168 |
| Londoño Piedrahita, Cristian Camilo |
Efectos de la corrosión sobre las pérdidas por fricción y sus consecuencias para el control del tensionamiento en puentes de concreto preesforzado continuos durante obra a partir de un caso de estudio |
1416-1425 |
| Londoño Piedrahita, Cristian Camilo |
Validación numérica del comportamiento para un prototipo de galápago () del cable principal de un puente colgante |
1176-1185 |
| Lukačević, Ivan |
Advancements in Lightweight Cold-Formed Composite Steel-Concrete Floor Systems: Recent Findings from the LWT-FLOOR Project |
64-72 |
| Mabrich, Alexander |
Beyond BIM: Digital Twins for 3D Digital Project Deliverables |
621-626 |
| Madrigal Glenn, Andrés |
Análisis del comportamiento sísmico de la Catedral de Puntarenas |
1232-1240 |
| Mao, Siyi |
Component management for structural reuse |
56-63 |
| Marín, Mauricio |
Load rating of an in-service bridge integrating Bridge Weigh-in-Motion data and load test results |
1065-1070 |
| Martinolli, Stefan |
Full-probabilistic reliability approach for the calibration of traffic load models on highway bridges |
1119-1127 |
| McIlwain, Sam |
Viaduct Solutions for Unstable Slopes in the Kicking Horse Canyon |
533-541 |
| Mena Bolaños, Jose G. |
Elementos de borde en edificios con sistema estructural mixto con losa plana tipo cajón |
1407-1415 |
| Mendez-Galindo, Carlos |
Regulatory Compliance and Implementation of Seismic Protection Technologies in Latin America |
480-488 |
| Mendez-Galindo, Carlos |
State of the Art of Seismic Isolation Systems in Latin America |
707-719 |
| Mermigas, Konstantinos Kris |
Durability and sustainability in CSA S6:25 Canadian Highway Bridge Design Code – A unified service life design process to cover all structures and materials |
429-437 |
| Mermigas, Konstantinos Kris |
Geneva St Ramp: Replacement of Steel Girder Bridge with Post-Tensioned Concrete Structure on Existing Foundations |
48-55 |
| Mikkonen, Atte |
Innovative Geometry Control Techniques for Complex Bridge Construction |
1374-1383 |
| Millán, Luis |
Dynamic Load Tests at drilled shafts in sandy soil deposits to bedrock, Central Pacific, Costa Rica: strategic learnings for the construction methods. |
1484-1491 |
| Millán, Luis |
Instrumented micropiles load tests at future Bridge El Salvador - Guatemala: some insights. |
1095-1100 |
| Mitoulis, Stergios-Aristoteles |
Damage characterisation using stand-off observations to enable recovery: the case of infrastructure affected by targeted attacks |
785-791 |
| Moor, Gianni |
Evaluation of reductions in carbon emissions from building construction due to innovative approaches to floor construction |
841-849 |
| Muñoz Irigoyen, Carlos Alejandro |
Comparison of the behavior of Reinforced Concrete Frame Structures Designed with low Ductility and High Ductility |
1265-1273 |
| Nader, Marwan |
Construction Techniques for the Construction and Erection of the Bataan-Cavite Interlink Bridge (BCIB) Project in The Philippines |
88-96 |
| Nader, Marwan |
Maintenance Plan and Durability Design for the New Samuel De Champlain Bridge |
1013-1022 |
| Narazaki, Yasutaka |
Prototyping Fully Autonomous Bridge Visual Inspection based on mobile robots with visual recognition capabilities |
969-976 |
| Navarro-Mora, Angel |
A Forensic Analysis of Structural Failure in a Suspension Bridge in Upala, Costa Rica |
1468-1476 |
| Nießer, Nathalie |
Proposal for the Extension of Simulation Models by Integrating a Virtual Sensor Concept into the Monitoring Process of Load-Bearing Glass Façades |
1086-1094 |
| Ortega, Miguel |
The outstanding construction of the new Boca del Cerro bridge in Mexico |
720-727 |
| Ortega, Miguel |
Rehabilitation and replacement of bridges and railroad tracks of “Línea K” |
737-744 |
| Ortiz, Giannina |
Metodología para la conservación de puentes que permitan avanzar hacia estructuras resilientes
Developing a methodology for bridges-preservation based on scalable- resilient structures |
259-267 |
| Özçamur, Uğurcan |
Performance of 8 Base-Isolated Hospitals During 06.02.2023 Earthquakes in Kahramanmaraş, Türkiye |
507-516 |
| Pérez Tato, Luis C. |
Open-source analysis software: an opportunity |
906-914 |
| Pérez-Sala, Javier Cañada |
Numerical analysis of Precast Concrete Segmental Bridge decks for High-Speed Railway lines with external and internal prestressing tendons |
643-650 |
| Pfleger, Marc-Patrick |
Data-driven design process and production of stress-optimized concrete girders with integrated tendons using 3D printing |
525-532 |
| Phuyal, Kabiraj |
Utilization of Precipitated Calcium Carbonate (PCC) and Upcycled Concrete Aggregate (UCA) in Civil Engineering |
146-157 |
| Pira, Jenny |
Flexural experimental assessment of ductility of SFRC beams using longitudinal reinforcing bars |
113-123 |
| Pospíšil, Stanislav |
Experimental Approach Toward Reliable Heat Transfer Coefficient on Building Envelopes |
819-824 |
| Pospíšil, Stanislav |
New hybrid monitoring method using moving vehicle for investigation of bridge dynamic parameters |
858-865 |
| Prieto Aguilera, Francisco |
Nuevo Puente sobre el río Virilla en la Ruta Nacional 147 de Costa Rica. Proyecto y Construcción |
336-343 |
| Prieto Aguilera, Francisco |
Nuevo Puente sobre el río Virilla en la Ruta Nacional 32 de Costa Rica. Proyecto y Construcción |
328-335 |
| Proksch-Weilguni, Clemens |
Validation of a novel mechanical model for geometrically and passively confined concrete |
565-571 |
| Quang, Minh Tran |
Monitoring and Evaluation of Tension Loss in Cables of Cable-Stayed Bridges: a Case Study |
961-968 |
| Raghavendra, Kalloori Saiguru |
Sustainability Through Material Optimization in Mumbai Trans Harbour Link Package II |
833-840 |
| Rajić, Andrea |
Numerical parametric study of LWT-FLOOR system: effect of various web openings |
890-897 |
| Rakoczy, Anna M. |
Predicting long-term service performance of a prestressed concrete bridge using a probabilistic method and remote bridge inspection technologies |
987-994 |
| Rauch, Marion |
Eurocode 2nd Generation - The Future of Fatigue Design in Steel |
403-410 |
| Ravjee, Sachin |
Structural Health Monitoring of an Incrementally Launched Extradosed Stay Cable Bridge |
1077-1085 |
| Reisewitz, Tom |
On the hyperelastic material behaviour of polyurethane in the context of structural sealant glazing |
676-684 |
| Requesens Aldea, José |
Hacia la Accesibilidad Universal: Aplicación de Realidad Mixta en la Modernización y Adaptación de Puentes Peatonales. Una Revisión de Literatura |
866-872 |
| Romo, Jose |
Widening and Replacement Project of the Deck Cross-Section and Cables of the Centenario Bridge in Seville (Spain) |
369-376 |
| Russi, Adrián |
Diseño de vigas postensadas en el puente sobre el Arroyo Riachuelo en Ruta 1 (Uruguay): comparativa entre normativa local y AASHTO LRFD |
1206-1214 |
| Saback, Vanessa |
Digital Twins for asset management: platform for predictive maintenance and Trough Bridge case study |
1319-1325 |
| Saju S |
BrIMMS – A Software for Inspection and Maintenance Management of Bridges |
898-905 |
| Sanchez Jimenez, Jose Luis |
Multi-risk Assessment for a Long Span Cable Stayed Bridge in Bangladesh |
1144-1152 |
| Santiago-Flores, Alejandro |
Seismic Behavior of Steel Beam to Box Column Connections |
105-112 |
| Schmidt, Christopher |
Bond behaviour and crack development in non-metallic textile- reinforced concrete members under cyclic loading with regard to serviceability |
97-104 |
| Seguel Ramirez, José Luis |
Diseño estructural de trincheras dobles en la concesión urbana Americo Vespucio oriente avo en Santiago de Chile |
1215-1222 |
| Seitz, Peter |
BIM Basics in an International Context |
635-642 |
| Siebert, Barbara |
Defects of new and old facades – lessons learnt |
728-736 |
| Siebert, Geralt |
Design principles to use brittle material glass for resilient facades |
745-754 |
| Siedziako, Bartosz |
The potential of applying structural health monitoring to ferry docks bridges in Norway |
771-777 |
| Stirnimann, Fabio |
Puente (colgante) Hålogalandsbrua: un desafío dinámico en el Círculo Polar Ártico |
1169-1175 |
| Stroetmann, Richard |
Technical rehabilitation and strengthening of the Chemnitz viaduct |
587-594 |
| Taboada, Diego |
Ensayos de alta performance en diferentes sistemas de aislamiento sísmico |
1442-1449 |
| Tanasić, Nikola |
Resilience-based decision making for transportation infrastructure |
498-506 |
| Tanner, Peter |
Reuse – Between Slogans and Facts |
611-620 |
| Tapia-Hernández, Edgar |
The resilience of medical facilities during the Kahramanmaras Earthquake of February 6, 2023 |
242-249 |
| Taylor, Zachary |
Experimental Investigation of Water Loading for an Inclined Bridge due to Flood Overtopping |
275-282 |
| Tola, Sinem |
Detecting railway bridge scour using in-service train signals and machine learning tools |
946-952 |
| Tondo, Gledson Rodrigo |
Portable depth sensing with the iPhone time-of-flight LiDAR |
937-945 |
| Trifunovic, Marija |
Loss of Hospital Functionality Following Major Earthquakes |
250-258 |
| Trotin, Nicolas |
Sustitución de 4 tirantes incendiados en el puente Vasco de Gama, Lisboa |
377-385 |
| Ulate, Valeria Molinari |
Calibración de un modelo de análisis estructural para evaluar la acción de cargas laterales en el plano del sistema prefabricado de columnas y mampostería sin refuerzo “Prefablock” |
1359-1366 |
| Vargas-Alas, Luis Guillermo |
Análisis forense de fallas históricas de los puentes Bailey sobre el río Balsa-Santa Clara y el río Cataratas en Costa Rica |
1128-1135 |
| Vega, Sebastián Serrano |
Sismo de Turquía: algunas reflexiones desde la práctica profesional |
1426-1433 |
| Villoria, Bruno |
Fatigue assessment of a long-span suspension bridge with an orthotropic deck in aluminium |
792-800 |
| Vrabel Jr, John |
Bridge Support Assessment Through Deflection Analysis Captured via LiDAR |
1290-1297 |
| Wang, Xiaomeng |
Replacement of external post-tensioning in bridge structures – practical experience in cutting the highly stressed tendons |
602-610 |
| Watson, Ronald J. |
Applications of HLMR Disk Bearings on Light Rail Structures |
124-129 |
| Weixin, Yuan |
Study on Steel-Shell Concrete Composite Section Bridge Tower Based on Solid Finite Element Analysis : A Case Study of The Guanyinsi Yangtze River Bridge |
321-327 |
| Wenzel, Baris |
Creating an openly accessible database for bridges and engineering models and their digital twins – the bridge over the Rhine by Fritz Leonhardt as a case study |
661-666 |
| Wondolowski, Maxwell |
Study of Doming in Structure from Motion for Retaining Wall Inspection |
1057-1064 |
| Wu, Yen |
Rapid Bridge Replacement of the Highway 400 Overpass in Toronto, Canada |
995-1003 |
| Xia, Ye |
Enhancing Bridge Structural Health Monitoring Through Acoustic Sensing: A Comprehensive Approach to Traffic Analysis and Incident Detection |
1460-1467 |
| Xochicale Cortés, Abel Noé |
Study of Various Cross Sections in Bridges Based on Prestressed Concrete Beams with the Objective of Obtaining Rationally Designed, Optimal and Sustainable Bridges |
1401-1406 |
| Ye, Simon Cong |
Global sensitivity analysis of a cable-stayed bridge model using Sobol indices |
1384-1391 |
| Yip, Sammy |
Bataan Cavite Interlink Bridge - Foundation Design For Extreme Conditions |
755-762 |
| Yu, Xiangmin |
Research on the design and application of cable-stayed bridges in China |
313-320 |
| Yuan, Weixin |
Computer Vision-based Algorithm for Deformation Monitoring in Bridge Construction Research |
778-784 |
| Yunlong, Xu |
Rebar corrosion and concrete cracking of corrugated steel web beams in chloride environment |
651-660 |
| Zamora Durán, María José |
Frames with Round Hollow Structural Section and W Shape Intentionally Eccentric Braces |
1351-1358 |
| Zhang, Chenhong |
Surrogate Modelling of Bridge Deterioration Using Machine Learning and Defect Data |
352-360 |
| Zitny, Jan |
The Blue Ridge Parkway Bridges - Automation in Precast Segmental Design and Construction |
300-305 |
| Zou, Yiqing |
Design and Application of Internal Damping Device for Stay Cables |
517-524 |
