ce/papers - v. 6, n. 5 (September 2023)
| Published: | September 2023 |
|---|
Articles in this Issue
| Author(s) | Title | Page(s) |
|---|---|---|
| Paeglitis, Ainars / Paeglite, Ilze / Zugs, Maris | Analysis of environmental data obtained from meteorological road stations in Latvia for 20 years | 1074-1079 |
| Odrobiňák, Jaroslav / Farbak, Matus / Prokop, Jozef / Vičan, Josef / Vavák, Branislav | Analysis of the Impact of the Ribbon Track on Unconventional Fixing on a Steel Multi‐Span Bridge | 1198-1207 |
| Contento, Alessandro / Aloisio, Angelo / Xue, Junqing / Quaranta, Giuseppe / Briseghella, Bruno / Gardoni, Paolo | Analysis of the Joint Effects of Thermal Stresses and Corrosion on Integral Abutment Bridges | 1266-1269 |
| Aloisio, Angelo / Contento, Alessandro / Xue, Junqing / Quaranta, Giuseppe / Briseghella, Bruno / Gardoni, Paolo | Analysis of the Thermal Effects on the Performance and Reliability of Post‐Tensioned Integral Abutment Bridges | 49-52 |
| Qian, Lin / Sakura, Ryo / Yamaguchi, Takashi / Hayashi, Gen | Analytical Study on Yield Resistance for Staggered Arranged High Strength Bolted Frictional Joints | 1412-1419 |
| Stančík, Vojtěch / Ryjáček, Pavel | The application of modern methods for bridge diagnostics and load testing | 949-958 |
| Rapaport, Guy | Applications of State of the Art NDT Techniques in Bridge Inspections | 155-162 |
| Jafari‐Asl, Jafar / Ben Seghier, Mohamed El Amine / Panagiotis, Spyridis / Strauss, Alfred | Assessment of artificial intelligence‐ based techniques for the estimation of pile group scour depth | 1105-1109 |
| Quaglini, Virginio / Pettorruso, Carlo / Cattaneo, Sara / Rossi, Dalila | Assessment of bridge Post‐Tensioning systems using non‐destructive (ND) inspection methods | 9-17 |
| Buttarazzi, Francesca / Chiaia, Bernardino / Marano, Giuseppe Carlo / Palmisano, Fabrizio | Assessment of existing bridges: difficulties and challenges following the Italian experience | 198-204 |
| Furtner, Peter / O'Brien, Peter | Automated Creation of an IFC‐4 Compliant Damage Model from a Digital Inspection Supported by AI. | 1366-1372 |
| Pâques, Matthieu / Law‐Hine, Didier / Hamedane, Otmane Alami / Magnaval, Gauthier / Allezard, Nicolas | Automatic Multi‐label Classification of Bridge Components and Defects Based on Inspection Photographs | 1080-1086 |
| Burtscher, Stefan L. / Huber, Peter / Binder, Fritz / Bauer, Hannes | Autonomous IoT for Condition Monitoring, Assessment and Predictive Maintenance ‐ Advances | 163-169 |
| Scibilia, Elena / Hoff, Inge / De Urquia, Miguel A. / Bigaj‐van Vliet, Agnieszka | Barriers and opportunities towards monitoring and asset management of EU transport infrastructure | 491-497 |
| Arcones, Daniel Andrés / Weiser, Martin / Koutsourelakis, Faidon‐Stelios / Unger, Jörg F. | A Bayesian Framework for Simulation‐based Digital Twins of Bridges | 734-740 |
| Jahnke, Christoph / Jäkel, Jan‐Iwo / Bott, Dörte / Meyer‐Westphal, Markus / Klemt‐Albert, Katharina / Marx, Steffen | BIM‐based immersive meetings for optimized maintenance management of bridge structures | 681-690 |
| Jäkel, Jan‐Iwo / Klemt‐Albert, Katharina | BIM‐models of bridges in the operational phase: use cases, phase model and reference architecture | 701-710 |
| Berthod, Lara / Trento, Daniel / Faleschini, Flora | Bond between Ultra High‐Performance Fiber Reinforced Concrete and existing concrete: a review | 1358-1365 |
| Micelli, Francesco / Maci, Lorenzo / De Vitis, Fabiano Alex | Buckling analysis of steel members by extension of EC‐3 methods in bridge girders under Patch Loading | 79-88 |
| Mamaghani, Iraj H. P. / Mwaura, Njiru | Buckling Strength of Cold‐Formed Stiffened Thin‐Walled Steel Box Bridge Piers under Cyclic Loading | 1291-1294 |
| Poeta, Alberto / Micozzi, Fabio / Gioiella, Laura / Dall'Asta, Andrea | A case study for the reliability evaluation of an existing prestressed bridge according to current Standard | 36-42 |
| Paciacconi, Andrea / Richli, Thomas | Case study: use of SHM to support bridge assessment, maintenance and operation | 348-352 |
| Iovane, Giacomo / Kim, Hayeon / Tizzano, Domenico / Mazzolani, Federico M. / Landolfo, Raffaele / Park, Solmoi / Faggiano, Beatrice / Lee, H. K. | Cementitious materials with biological additive for enhanced durability in marine environment | 251-257 |
| Schneck, Ulrich | Challenges in corrosion surveys on reinforced concrete structures – practical experiences from more than 20 years | 170-175 |
| Cartiaux, François‐Baptiste / Semiao, Jorge | The Challenges of long‐time high‐sampled Structural Health Monitoring: a practical Feedback | 292-301 |
| Matthei, Jonathan / Gölzhäuser, Peter / Klemt‐Albert, Katharina / Schulze, Christian / Moharekpour, Milad / Plattenteich, Andreas | A common data environment for value‐driven data management in German road construction | 359-364 |
| Đukić, Đorđe / Anžlin, Andrej / Hekič, Doron / Bohinc, Uros / Kosič, Mirko | A comparison of modal parameter identification tests in laboratory conditions | 315-321 |
| Naraniecki, Hubert / Lazoglu, Alex / Marx, Steffen / Zaidman, Igor | Concept for a digital twin of railway bridges on the example of the new Filstal bridges | 711-717 |
| Faltin, Fabian / Gille, Jonathan / Jäkel, Jan‐Iwo | Concept for ai‐supported information allocation based on IFC data | 675-680 |
| Binder, Fritz / Burtscher, Stefan L. | Concept to assess the performance on degrading concrete structures components | 129-134 |
| Köhncke, Martin / Keβler, Sylvia | Condition Information Models in the context of Structural Health Monitoring | 456-461 |
| Ikeda, Miku / Yamaguchi, Takashi / Arai, Shintaro / Hayashi, Gen | A Coupled Behaviour of Web and Flange on Bending Buckling of the Web of Steel Box Girder | 1420-1428 |
| Herbers, Max / Richter, Bertram / Marx, Steffen | Crack Monitoring on Concrete Structures using Robust Distributed Fiber Optic Sensors | 644-653 |
| Cucuzza, Raffaele / Domaneschi, Marco / Rosso, Marco Martino / Martinelli, Luca / Marano, Giuseppe Carlo | Cutting Stock Problem (CSP) applied to Structural Optimization for the minimum waste cost | 1066-1073 |
| Strauss, Alfred / Bergmeister, Konrad / Zimmermann, Thomas | Damage processes and performance indicators for tunnel structures | 1328-1337 |
| Strauss, Alfred / Zimmermann, Thomas / Bergmeister, Konrad | Data based reliability and risk based assessment for service life extension of structures | 1153-1158 |
| Mellios, Nikolaos / Spyrdis, Panagiotis | Data Cleansing & Overfitting Check for Interpretable ML in Concrete Design – a punching shear paradigm | 1110-1118 |
| Matthei, Jonathan / Klemt‐Albert, Katharina | Data driven planning and approval processes of public road construction projects | 365-371 |
| Daró, Paola / Longo, Monica / Mancini, Giuseppe / Negri, Serena / Bigaj‐van Vliet, Agnieszka / Lorenzo Allaix, Diego | Data-informed Safety Assessment of Existing Transport Infrastructures | 528-536 |
| Zonzini, Federica / Castaldi, Paolo / De Marchi, Luca | Dealing with Significant Noise Levels in Vibration‐based Bridge Health Monitoring? A novel ARMA+Noise algorithm in the Frisch Scheme Context | 337-342 |
| Daescu, Cosmin Al / Gonzalez‐Libreros, Jaime / Wang, Chao / Elfgren, Lennart / Sas, Gabriel | Demolition of a 65‐year‐old box‐girder prestressed concrete bridge located in Northern Sweden | 229-234 |
| Daró, Paola / Alovisi, Isabella / Mancini, Giuseppe / Longo, Monica / La Mazza, Dario / Cigada, Alfredo | Dense Sensing on Road Bridges Network: New Approach to Data-informed Assessment | 544-552 |
| Caner, Alp | Detecting Anomalies in Structural Response of Cable Supported Bridges: After Extreme Events | 237-238 |
| Vaurigaud, Bastien / Germain, Didier / Chemineau, Helene / Cherrier, J.‐F. / Piednoir, R. / Guyot, Fabien | Detection of wire breaks and corrosion in external prestressed tendons using a magnetic rope testing device | 99-105 |
| Muench, Ingo / Loske, Simon | A deterministic model combining NDT to estimate permissible bending loads on trees | 258-263 |
| Reiterer, Michael / Kwapisz, Maciej / Firus, Andrei / Rupp, Maximilian / Lombaert, Geert | Development of a new high‐speed train load model for dynamic calculation of railway bridges | 422-429 |
| Quaranta, Giuseppe / Giaccu, Gian Felice / Briseghella, Bruno / Nuti, Camillo | Development of corrosion hazard maps for reinforced concrete bridges | 1277-1281 |
| Geβler, Achim / Hoffmeister, Benno / Geers, Thorben | Digital Life‐Cycle and Asset‐Management for Steel Bridges | 1127-1131 |
| Hajdin, Rade / Richter, Rico / Rakic, Lazar / Diederich, Holger / Hildebrand, Justus / Schulz, Sebastian / Döllner, Jürgen / Bednorz, Jennifer | Digitalization of bridge inventory via automated analysis of point clouds for generation of BIM models | 1189-1197 |
| Homaei, Hossein / Dimitrakopoulos, Elias G. | Does vehicle‐bridge interaction resemble the effect of tuned‐mass dampers on bridges during earthquakes? | 407-415 |
| Benedetti, Lorenzo / Bernardini, Lorenzo / Argentino, Antonio / Cazzulani, Gabriele | Drive‐by frequencies extraction by means of synchrosqueezed wavelet transform | 870-875 |
| Luzi, Guido / Palamà, Riccardo / Barros‐González, Brais / Riveiro‐Rodríguez, Belén | Dual Frequency Real Aperture Radar Monitoring of a Railway Bridge | 943-948 |
| Apostolidi, Eftychia / Liakopoulou, Efstathia / Dritsos, Stephanos / WaldmannDiederich, Danièle | Ductility of RC Columns confined with FRP Sheets | 270-276 |
| Hernandez, Juan Daniel Cassiani / Dugarte, Margareth / Keβler, Sylvia / Arteta, Carlos | Durability Assessment of the Laureano Gómez Bridge: a Key Element for New Colombian Infrastructure | 184-189 |
| Nicoletti, Vanni / Tentella, Luca / Martini, Riccardo / Quarchioni, Simone / Carbonari, Sandro / Gara, Fabrizio | Dynamic identification and vibration serviceability assessment of a wooden cable‐stayed footbridge | 1174-1181 |
| Hernandez, Juan Daniel Cassiani / Lozano Valcarcel, Juan Mauricio / Kränkel, Thomas / Gehlen, Christoph / Keβler, Sylvia | Economic assessment of corrosion prevention measures in new structures | 1351-1356 |
| Zizi, Mattia / Di Gennaro, Luciana / Bencivenga, Pasquale / De Matteis, Gianfranco | Effect of material strength uncertainties on the structural assessment of existing RC bridges | 264-269 |
| Zou, Ying / Yamaguchi, Takashi / Ueno, Keita / Hiraoka, Shinya | Effect of Surface Coating Condition on High‐friction Organic Zinc‐rich Paints for HSFB Joints | 1429-1437 |
| Semenov, Alexey / Slesarev, Dmitry | Electromagnetic testing of multi‐strand stay cables: novel technique and instrumentation | 1373-1376 |
| Gošte, Neža / Isakovic, Tatjana / Triller, Petra / Kreslin, Maja | Estimation of the shear capacity of decks in existing shorter reinforced concrete bridges | 190-197 |
| Pannuzzo, Paola / Titton, Michele / Furlan, Matteo / Tecchio, Giovanni | Evaluation of the pull‐out test to determine the residual prestressing in concrete bridges. | 53-59 |
| Saback, Vanessa / Gonzalez‐Libreros, Jaime / Daescu, Cosmin / Hojsten, Tommy / Sas, Gabriel | Evaluation of the snow loads on the snow galleries on the Iron Ore Line in Northern Sweden | 221-228 |
| Lorenzo Allaix, Diego / Bigaj‐van Vliet, Agnieszka | Existing standardization on monitoring, safety assessment and maintenance of bridges and tunnels | 498-504 |
| Hornbostel, Karla / Vasshaug, Kristin | Experience and status of instrumented durability monitoring of concrete bridges in Norway | 1040-1043 |
| Weiher, Hermann | Experiences in assessment, replacement and repair of external tendons | 106-110 |
| Stollwitzer, Andreas / Bettinelli, Lara / Fink, Josef | Experimental analysis of longitudinal and lateral track‐bridge interaction of the ballasted track in railway bridges | 430-439 |
| Li, Shengtao / Casas, Joan R. / Chen, Xudong / Sun, Yangyang / Liu, Duo | Experimental study on the failure process of large shear key joints based on NDT methods | 1167-1173 |
| Rajchel, Mateusz / Kulpa, Maciej / Siwowski, Tomasz | Experimental validation of DFOS monitoring system for a bridge girder made of wind turbine blade | 353-358 |
| Kulpa, Maciej / Rajchel, Mateusz / Siwowski, Tomasz / Howiacki, Tomasz | Experimental verification of FRP bridge deck's monitoring system based on DFOS sensors | 746-752 |
| Ramirez, Guillermo / Ševčík, Petr | Extending the life of bridges with external tendons | 125-128 |
| Rousakis, Theodoros / Macha, Makrini | External Confinement with Basalt Fiber Ropes in Existing Reinforced Concrete Structures | 277-285 |
| Cox, Rónadh / Pakrashi, Vikram | Field Studies of Megagravel Transport: Relevance for Coastal Infrastructure Engineering | 768-771 |
| Autiero, Margherita / de Silva, Donatella / Bilotta, Antonio / Nigro, Emidio | Fire modelling and structural assessment of automated clad‐rack warehouses | 1391-1398 |
| Cardellino, Enrico / de Silva, Donatella / Bilotta, Antonio / Perović, Darko / Rios, Oriol / La Mendola, Saverio / Nigro, Emidio / Andreini, Marco | Fire Modelling and Structural Assessment of Concrete Linings of Underground Structures | 205-212 |
| Kosič, Mirko / Anžlin, Andrej / Bau', Valentina | Flood vulnerability assessment: an effective tool to evaluate the lifecycle risk analysis of bridges. | 817-823 |
| Nettis, Alessandro / Nettis, Andrea / Ruggieri, Sergio / Uva, Giuseppina | Fragility analysis of prestressed concrete girder bridges to traffic loads considering tendon corrosion | 794-800 |
| Cabanzo, Carlos / Tinoco, Joaquim / Sousa, Hélder S. / Matos, José C. | Fragility analysis of slopes exposed to seismic hazard employing surrogate modeling techniques | 1208-1213 |
| Tanasić, Nikola / Blumenfeld, Tim / Hajdin, Rade / Schiffmann, Frank | A framework for management of transportation infrastructure based on key performance indicators | 1214-1220 |
| Daró, Paola / Alovisi, Isabella / Mancini, Giuseppe / Negri, Serena / Bigaj‐van Vliet, Agnieszka / van Meerveld, Hendrik | Framework for Proactive Maintenance Practices for Transport Infrastructures | 568-577 |
| Reuland, Yves / Garcia‐Ramonda, Larisa / Martakis, Panagiotis / Bogoevska, Simona / Chatzi, Eleni | A full‐scale case study of vibration‐based structural health monitoring of bridges: prospects and open challenges | 329-336 |
| Lorenzo Allaix, Diego / Bigaj‐van Vliet, Agnieszka / Mancini, Giuseppe / Daró, Paola / Strauss, Alfred / Bergmeister, Konrad / Köhler, Jochen | Future perspectives of standardization for a safe European transport infrastructure | 515-527 |
| Küttenbaum, Stefan / Braml, Thomas / Heinze, Marco / Kainz, Christian / Keuser, Manfred / Kotz, Peter / Lechner, Thomas / Maack, Stefan / Reinke, Klaus‐Dieter / Schulze, Sebastian / Soukup, Alexander / Stettner, Christian / Taffe, Alexander / Wöstmann, Jens | Guideline on NDT‐supported reliability assessment of existing structures ‐ Current developments in Germany | 537-543 |
| Rupp, Maximilian Michael / Lorenzen, Steven Robert / Fritzsche, Max Alois / Riedel, Henrik / Kohl, Antonia / Apostolidi, Eftychia / Schneider, Jens | High‐speed drive‐by monitoring: field testing with an intercity express train (ICE) | 854-862 |
| Bencivenga, Pasquale / Zizi, Mattia / Palmieri, Gerardo / De Matteis, Gianfranco | The holistic multi‐level approach of recent Italian Guidelines applied to the bridges of Caserta | 801-807 |
| Köhler, Jochen / Lorenzo Allaix, Diego / Bigaj‐van Vliet, Agnieszka | How to close the gap between applied strategies for infrastructure maintenance planning and the current state of research? | 505-514 |
| Boros, Vazul | How to deal with uncertainties in the assessment of the global warming potential of bridges | 824-832 |
| Wenzel, Helmut / Wenzel, Moritz | How to make Monitoring more attractive to Bridge Owners | 1357 |
| Matziaris, Katia / Tsampali, Evangelia / Tsardaka, Eirini‐Chrysanthi / Stefanidou, Maria | Hybrid protective coatings for construction steel bars | 990-995 |
| Thomas, Dominik / Gündel, Max | Hyperspectral imaging systems for corrosion detection from remotely operated vehicles | 934-938 |
| Miyakawa, Teruyuki / Nakamura, Shozo / Nishikawa, Takafumi | Identification of influencing factors on bridge damages using Bayesian network | 389-394 |
| Weise, Matthias / Böhms, Michel / Allaix, Diego / Sánchez‐Rodríguez, Ana / Rigotti, Mattia | Importance of Digitalization and Standardization for Bridge and Tunnel Monitoring and Predictive Maintenance | 592-599 |
| Kwapisz, Maciej / Pissermayr, Sebastian / Lachinger, Stefan | Incorporating measurement data to improve the fatigue assessment of steel bridges | 848-853 |
| Amado, João Luís / Pratas, M. Alexandra / Monteiro, Bernardo / Costa, André / Pinheiro, Maria | Indicators for the Management of Earth‐Retaining Structures | 1344-1350 |
| Gonzalez‐Libreros, Jaime H. / Wang, Chao / Khaloo, Ali / Krishnan, Nikhil / Carolin, Anders / Sas, Gabriel | Influence of equipment, weather and personnel experience on the digitalization and damage detection of concrete bridges | 996-1005 |
| Micelli, Francesco / Perrone, Daniele / Aiello, Maria Antonietta | Influence of strengthening interventions on the structural performance of a Maillart‐type arch bridge: the case of “Ciolo Bridge” in the South of Italy | 89-98 |
| Lopez, Santiago / Makoond, Nirvan / Sánchez‐Rodríguez, Ana / Adam, José M. / Riveiro, Belén | Initiation and propagation of failures in steel truss bridges | 377-380 |
| Jiponov, Alexander | Inspection and condition assessment of existing overpass, Sofia, Bulgaria | 462-467 |
| Stipanovič, Irina / Palic, Sandra Skaric / Casas, Joan Ramon / Chacón, Rolando / Ganic, Emir | Inspection and maintenance KPIs to support decision making integrated into Digital Twin tool | 1234-1241 |
| Elsener, Bernhard | Inspection and Monitoring of post‐tensioned bridges – advantages of electrically isolated tendons (EIT) | 1037-1039 |
| Fragiadakis, Michalis / Prentzas, Ioannis / Georgioudakis, Manolis / Diamantopoulos, Spyridon / Markogiannaki, Olga / Stefanidou, Sotiria | Integration of measured data for the seismic fragility assessment of deteriorated bridges | 1377-1381 |
| Lu, Ya / Lin, Lanri / Zhang, Xing / Shi, Xinbo / Wang, Xiao / Wang, Hao / Yang, Tao / Zhang, Chengwu / Wang, Rui / Wu, Xiangguo | Interface Shear Analysis of UHPC‐NC with U‐Shaped Shear Stud | 1338-1343 |
| Krüger, Markus / Pongratz, Helmut / Lienhart, Werner / Mülleder, Thomas / Binder, Fritz / Willeke, Jan | Interoperable, platform independent structural health monitoring with long‐term availability | 176-183 |
| Krivenko, Pavel / Guzii, Sergii / Rudenko, Igor / Konstantynovskyi, Oleksandr | Intumescent Fireproof Coatings Based on Zeolite-like Cement Matrices | 923-929 |
| Lehký, David / Šplíchal, Bohumil / Lamperová, Katarína / Slowik, Ondřej | Inverse Analysis and Optimization‐based Model Updating for Structural Damage Detection | 1228-1233 |
| Švraka, Ratko / Bevc, Lojze / Vezočnik, Rok / Hekič, Doron / Anžlin, Andrej | Investigation of the unusual deformations of external tendons in concrete highway bridges | 111-117 |
| Zoratto, Nadia / Giovenale, Paolo / Buttarazzi, Francesca / Lorenzo, Alessandra Di | Investigation, assessment, strategy for deck widening of existing HWY PT bridges | 18-27 |
| Markogiannaki, Olga / Stefanidou, Sotiria | Key Performance Indicators for Building Assessment. A case study on an R/C Building in Greece. | 614-618 |
| Strauss, Alfred / Bergmeister, Konrad / Bigaj‐van Vliet, Agnieszka / Rodríguez, Ana Sánchez / Daró, Paola / Zimmermann, Thomas | Key performance requirements for objective assessment & through‐life management of structures | 627-634 |
| Rosso, Marco Martino / Aloisio, Angelo / Bedon, Chiara / Marano, Giuseppe Carlo | Laminated glass slabs design challenges: dynamic identification of a fractured pedestrian walkway | 286-291 |
| Ierimonti, Laura / Mariani, Francesco / Venanzi, Ilaria / Ubertini, Filippo | A LCCA framework for the management of bridges based on data fusion from visual inspections and SHM systems. | 780-786 |
| Hoffmann, Markus / Donev, Valentin / Brauner, Michael | Life cycle costs and asset management for protective structures against natural hazards | 70-78 |
| Strauss, Alfred / Zimmermann, Thomas / Bergmeister, Konrad | Life cycle management for service life extension of structures | 1438-1445 |
| Granzner, Maximilian / Strauss, Alfred / Reiterer, Michael / Kari, Hannes | Life‐cycle performance of noise barriers focusing on installation conditions of fasteners | 1137-1143 |
| Li, Ruoxi / Chen, Yu / Matsuda, Isao / Azuma, Hirotoshi / Yamaguchi, Takashi | Load‐Bearing Capacity of Support Block for Temporary Bridge Girder End with L‐Shaped Notch | 1405-1411 |
| Van Bogaert, Philippe / De Pauw, Bart | Load‐carrying capacity of Vierendeel bridges in Mechelen | 416-421 |
| Spörel, Frank | Long‐term Resistivity Monitoring of a Lock – Valuable Data for different Durability Issues | 1019-1025 |
| Lorenzen, Steven Robert / Berthold, Hagen / Fritzsche, Max Johannes Alois / Rupp, Maximilian Michael / Riedel, Henrik / Apostolidi, Eftychia / Schneider, Jens | Long‐term validation of virtual sensing of a railway bridge with ballasted superstructure | 725-733 |
| Sammut, Stephen / Gatt, Edward / Borg, Ruben Paul | Low frequency Piezoelectric Micromachined Ultrasonic Transducers optimized for concrete structures. | 939-942 |
| Algernon, Daniel / Münch, Ingo / Muller, Aurélia / Thurnherr, Claudia | Machine Learning Applications in Nondestructive Testing of Concrete Structures | 239-250 |
| Koteš, Peter / Zahuranec, Michal / Prokop, Jozef / Strauss, Alfred / Matos, José | Measurement of corrosion rates on reinforcement using the field test | 1053-1058 |
| Chacón, Rolando / Ramonell, Carlos / Posada, Hector / Tomar, Rahul / Martínez de la Rosa, Christian / Stipanovič, Irina | Measurements, Simulation, Analysis and Geolocation in a Digital Twin tool for bridge management | 474-482 |
| Mazzatura, Isabella / Natali, Agnese / Salvatore, Walter / Principi, Lorenzo / Morici, Michele / Dall'Asta, Andrea | A methodological proposal for the analysis of bridges inspections data according to the Italian Guidelines | 1399-1404 |
| Savini, Francesca / Castiglia, Massimina / Gargaro, Danilo / Trizio, Ilaria / Fabbrocino, Giovanni | Mixed Reality procedures for the maintenance of existing bridges and retaining walls | 1382-1390 |
| Riveiro, Belén / Bouzas, Óscar / Barros, Brais / Conde, Borja / Cabaleiro, Manuel / Rodríguez, Ana Sánchez / Arias‐Sánchez, Pedro | Model updating of in‐service bridges using multidisciplinary research ‐ case studies in Spain | 561-567 |
| Quang, Minh Tran / Bento, Ana Margarida / Tiago, Ferradosa / Sousa, Hélder S. / Duc, Binh Nguyen / Cam, Nhung Nguyen Thi / Campos e Matos, José | Model updating of plate composite structure using particle swarm optimization algorithm | 1258-1265 |
| Treacy, Mark / Jokisch, Frank / Brühwiler, Eugen | Modernising a monument: The challenges of strengthening and widening a structurally deficient road bridge under live traffic | 135-144 |
| Abspoel‐Bukman, Linda / Bigaj‐van Vliet, Agnieszka / den Besten, Caroline / Joostensz, Ostar | Monitoring and data‐informed assessment of steel bridges ‐ lessons learned from a case study | 553-560 |
| Hindersmann, Iris / Bednorz, Jennifer / Nieborowski, Sonja | Monitoring on federal highways bridges: current situation, future opportunities & digital implementation | 654-660 |
| Becks, Henrik / Brockmann, Daniel / Hegger, Josef / Classen, Martin | Monitoring the Fatigue‐Induced Strain Evolution of Concrete Bridges using Fiber Optic Sensors | 1119-1126 |
| Della Ragione, Gianluigi / Rocca, Alfredo / Perissin, Daniele / Bilotta, Emilio | MT‐InSAR monitoring for tunnel induced settlements in urban area | 917-920 |
| Calò, Mirko / Ruggieri, Sergio / Nettis, Andrea / Uva, Giuseppina | Multi source Interferometry Synthetic Aperture Radar for monitoring existing bridges: a case study | 787-793 |
| Stefanidou, Sotiria / Markogiannaki, Olga / Mikes, Ioannis / Fragiadakis, Michalis | Multiple hazard assessment of bridges considering interdependencies | 1319-1327 |
| Sano, Silvia Di / Costa, Giancarlo / Giordano, Pier Francesco / Pregnolato, Maria / Limongelli, Maria Pina | Multi‐risk assessment for bridges: the application of the Italian Guidelines | 772-779 |
| Meoni, Andrea / García‐Macías, Enrique / Venanzi, Ilaria / Ubertini, Filippo | A New Methodology for the Prioritization of Visual Inspections of Bridges and Viaducts | 753-759 |
| Feix, Jürgen / Lechner, Johannes | A new Post‐Installed Reinforcement System to Extend Life Time of Existing Structures as Contribution to Sustainability | 981-989 |
| De Matteis, Gianfranco / Carbonari, Sandro / Chisari, Corrado / D'Amato, Michele / Mattei, Francesca / Zizi, Mattia / Braga, Franco / Caprili, Silvia / Dall'Asta, Andrea / Gara, Fabrizio / Salvatore, Walter | Nonlinear analysis procedures for safety assessment of existing RC bridges under traffic loads | 28-35 |
| Novák, Drahomír / Strauss, Alfred / Novak, Lukas / Lehký, David / Šomodíková, Martina / Lipowczan, Martin / Slowik, Ondřej / Doležel, Jiří / Pukl, Radomír / Sattler, Fabian / Apostolidi, Eftychia | Nonlinear probabilistic structural assessment: Findings from Austrian and Czech bridges | 1242-1251 |
| Mohammed Abdelkader, Eslam / Ben Seghier, Mohamed El Amine / Elshaboury, Nehal / Zayed, Tarek | A Novel Chaotic Optimization‐Oriented Model for Bridge Maintenance and Rehabilitation Planning | 1099-1104 |
| Ullah, Shafqat / Mamaghani, Iraj H. P. | Numerical Investigation on Buckling Response of Cylindrical Steel Storage Tanks Under Seismic Excitation | 343-347 |
| Šomodíková, Martina / Doležel, Jiří / Lehký, David | On Mathematical Models of Degradation Processes According to ISO 16204 and fib Model Code | 1221-1227 |
| Giglioni, Valentina / Poole, Jack / Venanzi, Ilaria / Ubertini, Filippo / Worden, Keith | On the use of domain adaptation techniques for bridge damage detection in a changing environment | 975-980 |
| Nicoletti, Vanni / Martini, Riccardo / Amico, Lorenzo / Carbonari, Sandro / Gara, Fabrizio | Operational modal analysis for supporting the retrofit design of bridges | 1182-1188 |
| Grengg, Cyrill / Müller, Bernhard / Zögl, Iris / Sakopanig, Marlene / Mittermayr, Florian / Mayr, Torsten / Sterz, Karl Leonhard / Juhart, Joachim / Galan, Isabel | Optical sensors for the durability assessment of cement‐based infrastructure | 1033-1036 |
| Cámara‐Molina, Javier C. / Romero, Antonio / Galvín, Pedro / Moliner, Emma / Martínez‐Rodrigo, María Dolores | Optimisation of Cantilever Based Energy Harvester Design for Railway Bridges | 399-406 |
| Lamesgin, Abeba / Golla, Alemayehu / Rasool, Ghulam / Jemanenh, Wubishet | Optimization of Extradosed Bridge and Analysis of Parameters' Sensitiveness as a Case Study on Abay Bridge | 1144-1152 |
| Sekimoto, Masaki / Hayashi, Gen / Yamaguchi, Takashi / Kubo, Keigo | Performance of Joint Structure of Bent L‐Shaped Steel Members for GFRP Wall Railings | 1446-1454 |
| Mellios, Nikolaos / Kruschwitz, Sabine / Spyrdis, Panagiotis | Performance Prediction of Anchors in SFRC using Minimally Invasive and Non‐Destructive Techniques | 1455-1463 |
| Makhoul, Nisrine / Schmidt, Franziska | Performance‐Based Assessment of a Long Span Bridge | 468-473 |
| Wimmer, Johannes / Braml, Thomas | Permanent Structural Health Monitoring of a new prestressed concrete bridge | 691-700 |
| Taiwo, Ridwan / Ben Seghier, Mohamed El Amine / Zayed, Tarek | Predicting Wall Thickness Loss in Water Pipes Using Machine Learning Techniques | 1087-1092 |
| Moro, Fabrizio / Keβler, Sylvia / Landi, Filippo | Prediction of corrosion rates in view of climate change with rising temperatures | 1044-1047 |
| Sýkora, Miroslav / Kreislová, Kateřina / Marková, Jana / Mlcoch, Jan | Probabilistic Analysis of Corrosion Rates and Degradation of Weathering Steel Bridges | 1059-1065 |
| Franck, Kenneth Tiotsop / Emanuele, Maiorana / Poh'sié, Guillaume Hervé | Progressive collapse of hangers in steel arch bridges due to blast loading | 1282-1290 |
| Stochino, Flavio / Mistretta, Fausto / Sassu, Mauro / Zucca, Marco / Puppio, Mario Lucio | A proposal for low cost condition assessment method for existing RC bridges | 1270-1276 |
| Ptacek, Lisa / Grba, Damian / Granzner, Maximilian / Sattler, Fabian / Frangopol, Dan M. / Strauss, Alfred | Quality control criteria for gas permeability testing of concrete structures | 1026-1032 |
| Riedel, Henrik / Firus, Andrei / Vospernig, Michael / Apostolidi, Eftychia / Schneider, Jens | QUICK‐B‐WIM: Large scale application of a moving force identification method on a railway bridge | 863-869 |
| Germain, Didier / Labourie, Laurent / Vaurigaud, Bastien / Gaillet, Laurent / Van Schoors, Laetitia / Houel, Adrien / Godart, Bruno | Recent failures of external prestressing grouted tendons: when the ducts take on water… | 1159-1166 |
| Kušar, Matej / Jurgele, Mitja | Remedial measures works programme for Slovenian motorway infrastructure | 372-376 |
| Lasri, Othmane / Giordano, Pier Francesco / Limongelli, Maria Pina / Previtali, Mattia | Remote monitoring of a concrete bridge using PSInSAR | 893-899 |
| Ramaswamy, Ananth | Repair and Retrofit of Bridge structural elements: New Cementitious Materials | 381-388 |
| Ahmed, Khondaker / Moniruzzaman, Md / Rupa, Kaniz | Repair and Retrofitting of Concrete Bridge Girder Using Epoxy, Micro Mortar, and CFRP Sheets | 587-591 |
| Borlenghi, Paolo / Gentile, Carmelo / D'angelo, Manuel / Ballio, Francesco | Risk assessment of a masonry arch bridge: from on‐site inspections to continuous monitoring | 808-816 |
| Angst, Ueli M. / Seguí Femenias, Yurena / Moro, Fabrizio | The role of durability monitoring in taking infrastructure maintenance to the level of industry 4.0 | 1014-1018 |
| Micozzi, Fabio / Poeta, Alberto / Gioiella, Laura / Natali, Agnese / Celati, Simone / Mazzatura, Isabella / Salvatore, Walter / Meoni, Andrea / Ierimonti, Laura / Venanzi, Ilaria / Ubertini, Filippo / Ranaldo, Antonella / D'Amato, Michele / Cattaneo, Sara / Pettorruso, Carlo / Quaglini, Virginio / Rossi, Dalila / Titton, Michele / Dall'Asta, Andrea | SAFOTEB project: towards new approaches for the reliability assessment of existing prestressed bridge | 43-48 |
| Elshaboury, Nehal / Ben Seghier, Mohamed El Amine / Mohammed Abdelkader, Eslam / Zayed, Tarek | Scrutinizing the Performances of Hybrid ANN Models for Forecasting Condition of Bridges | 1093-1098 |
| Shrestha, Sudip / Sahani, Kameshwar / Balla, Biswa Kumar | Seismic analysis of integral bridge considering the influence of soil structure interaction | 1311-1318 |
| Bencardino, Francesco / Curto, Roberta | Seismic behaviour assessment and rehabilitation of a masonry three‐arched bridge | 959-968 |
| Toska, Klajdi / Zanini, Mariano A. / Faleschini, Flora | Seismic performance of RC bridge piers reinforced through FRCM confinement | 1303-1310 |
| Shrestha, Ashish / Shrestha, Bipin / Sahani, Kameshwar | Seismic Response of RC Bridge considering scour effect: A Case Study of Kathmandu Valley | 1295-1302 |
| Bektas, Esra / Oord, Erwin / Köhler, Jochen / Sánchez‐Rodríguez, Ana | Semantic knowledge models for decision making in asset management: IM‐SAFE Knowledge Base | 619-626 |
| Kużawa, Mieszko / Bień, Jan | Sensory monitoring system of the post‐tensioned concrete bridge over the Odra River in Poland | 322-328 |
| Hermosilla Carrasco, Carlos / Farré, Alfredo García / Gonzalez‐Libreros, Jaime / Wang, Chao / Carolin, Anders / Kjellman, Jouko / Sas, Gabriel | Shear strengthening of a concrete trough bridge using embedded through‐section (ETS) FRP bars | 1006-1013 |
| Martí‐Vargas, José R. / Castro‐Bugallo, Carmen / Navarro‐Gregori, Juan / Mateu‐Sánchez, Juan A. | Spanish guides and code specifications on concrete bridges inspection and maintenance: an overview | 833-839 |
| Vaňová, Patrícia / Kusnir, Stefan / Dubecký, Daniel / Harabinova, Slavka / Orolin, Peter / Kvočák, Vincent / Lavko, Martin | Steel‐Concrete Composite Bridge Diagnostics and Reconstruction | 921-922 |
| Anastasia, Stefano / Marcías, Enrique García / Ubertini, Filippo / Gattulli, Vincenzo / Martìnez, Pedro Poveda / Torres Górriz, Benjamín / Ivorra Chorro, Salvador | Strain‐based autoregressive modelling for system identification of railway bridges | 886-892 |
| Strauss, Alfred / Bergmeister, Konrad / Bigaj‐van Vliet, Agnieszka / Daró, Paola / Zimmermann, Thomas / van Meerveld, Hendrik | Strategies for low limit maintenance thresholds and condition states for bridge structures | 578-586 |
| Marra, Matteo / Palermo, Michele / Trombetti, Tomaso / Silvestri, Stefano | Strength reduction curves for corroded seven‐wire strands | 1-8 |
| Moravcik, Martin / Bujnakova, Petra / Kralovanec, Jakub | Strengthening of Precast Segmental Bridge built in 1960s using External Tendons | 118-124 |
| Sconocchia, Giuseppe Galassi / Mariani, Francesco / Meoni, Andrea / Ierimonti, Laura / Venanzi, Ilaria / Ubertini, Filippo | Structural Assessment of a Post‐Tensioned Box Girder Bridge affected by Concrete Creep | 969-974 |
| Carpintero, Ismael / Rueda, Jorge | Structural assessment of an historical steel railway bridge in the north of Spain | 440-447 |
| Carvalho, Hermes / Gomes, José / Montenegro, Pedro / Correia, José / Vilela, Paula / Bittencourt, Túlio / Oliveira, Luiza | Structural collapse assessment of the access bridge to Hydroelectric Plant “Pacífico Mascarenhas” | 395-398 |
| Al‐Ghalib, Ali A. / Mahmoud, Sawsan M. | Structural Condition Classification of Railway Bridge KW51 Before, During, and After Retrofitting | 840-847 |
| Domaneschi, Marco / Martinelli, Luca / Cucuzza, Raffaele / Noori, Mohammad / Marano, Giuseppe Carlo | Structural Control and Health Monitoring Contributions to Service‐life Extension of Bridges | 741-745 |
| Jang, Arum / Jeong, Sanggi / Park, Min Jae / Ju, Young K. | Structural evaluation by reverse engineering with 3D laser scanner | 308-314 |
| Radicioni, Luca / Bernardini, Lorenzo / Bono, Francesco Morgan / Anghileri, Mattia / Capacci, Luca / Cazzulani, Gabriele / Somaschini, Claudio / Pande, Aniket Ketan / Biondini, Fabio / Cinquemani, Simone / Belloli, Marco | Structural Health Monitoring of a steel truss railway bridge studying its low frequency response | 876-885 |
| Farneti, Elisabetta / Meoni, Andrea / Natali, Agnese / Celati, Simone / Frascella, Carmine / Lupi, Maria Cristina / Cavalagli, Nicola / Venanzi, Ilaria / Salvatore, Walter / Ubertini, Filippo | Structural Health Monitoring of Curved Roadway Bridges Through Satellite Radar Interferometry and Collapse Simulation | 907-916 |
| Lamesgin, Abeba / Golla, Alemayehu | Structural Optimizations of Extradosed Cable‐Stayed Bridge by Using Genetic Algorithm | 235-236 |
| Jäkel, Jan‐Iwo / Kaus, Michelle / Klemt‐Albert, Katharina | Sustainability assessment of bridge structures in the operation phase based on a digital twin | 667-674 |
| Peng, Mengyan / Kang, Chongjie / Marx, Steffen | Text Recognition for 2D Bridge Plans Using OCR‐Algorithms | 661-666 |
| Casto, Milena / Perrone, Daniele / Nascimbene, Roberto / Micelli, Francesco / Calvi, Paolo / Aiello, Maria Antonietta | Toward a BIM‐based procedure for the evaluation of a risk prioritization class of bridge structures | 448-455 |
| Richter, Bertram / Herbers, Max / Marx, Steffen | Towards an Automated Crack Monitoring using Distributed Fiber Optic Sensors | 635-643 |
| Justo, Andrés / Sánchez‐Rodríguez, Ana / Varela, Maria / Arias, Pedro | Towards standardized guidelines in digital data acquisition for monitoring and maintenance of European transport infrastructures | 600-604 |
| Rigotti, Mattia / Antognini, Diego / Assaf, Roy / Bakirci, Kagan / Frick, Thomas / Giurgiu, Ioana / Janoušková, Klára / Janicki, Filip / Jubran, Husam / Malossi, Cristiano / Meterez, Alexandru / Scheidegger, Florian | Towards Workflows for the Use of AI Foundation Models in Visual Inspection Applications | 605-613 |
| Esposito, Giuseppe / Salari, Alan / Catapano, Ilaria / Erricolo, Danilo / Soldovieri, Francesco | UAV‐based GPR prototype for structural monitoring of bridges: preliminary results and perspectives | 930-933 |
| Cervenka, Vladimir / Rimkus, Arvydas / Gribniak, Viktor / Červenka, Jan | Uncertainty of the crack width model based on fracture of concrete | 60-69 |
| Tonelli, Daniel / Valentini, Andrea / Rocca, Alfredo / Zorzi, Stefano / Lotti, Alessandro / Zonta, Daniele | Uncertainty quantification of satellite InSAR‐monitoring of bridges: a case study | 900-906 |
| Van Bogaert, Philippe | Unexpected flange crippling of a newly built cyclist bridge | 302-307 |
| Guo, Chenggong / Li, Jie | A Unified concrete damage model for monotonic loading and fatigue loading | 1252-1257 |
| Treacy, Mark / Brühwiler, Eugen | Updated load models for short‐span road bridges in the range of 2‐15 m | 145-154 |
| Grefe, Hinrich / Stammen, Elisabeth / Dilger, Klaus / Baudone, Tommaso / Arutyunyan, Garnick / Baitinger, Mascha | Using distributed fibreoptic sensing to monitor repaired structures reinforced with steel‐patches | 1132-1136 |
| Scholz, Ronja / Franck, Pascal / Yousef, Alhussain / Spyridis, Panagiotis / Walther, Frank | Validating the performance of direct fastening (PAF) into concrete with high‐speed measuring technology | 213-220 |
| Kreslin, Maja / Triller, Petra / Eržen, Vid / Žnidarič, Aleš / Slokan, Tomaž / Anžlin, Andrej | Validation of the digital inspection of bridges | 483-490 |
| Riedel, Henrik / Lorenzen, Steven Robert / Rupp, Maximilian Michael / Fritzsche, Max Alois / Schneider, Jens | Virtual Axle Detector: Train Axle Localization based on Bridge Vibrations | 718-724 |
| Bozza, Stefano / Fasan, Marco / Noe, Salvatore | Vulnerability to traffic loads of typical Italian bridges in relation to the evolution of the code framework | 760-767 |
| Wierzbicki, Tomasz / Królikowska, Agnieszka / Żółtowski, Mariusz | Weathering steel bridge structure after 30 years of service ‐ assessment experience | 1048-1052 |
- About this
data sheet - IssueID
72134 - Published on:
17/04/2024 - Last updated on:
17/04/2024
Structurae cooperates with
