| Adachi, Junichi |
Large-scale load carrying capacity test of curved steel box girders with/without horizontal stiffeners subjected to bending |
852-859 |
| Ai, Zubin |
A camera calibration method for bridge live load identification using plane marks on the pavement |
459-466 |
| Akamatsu, Shinsuke |
Development of ductile cast-iron bridge slabs for onsite replacement |
1504-1510 |
| Akkermann, Jan |
Structural robustness as an extended status indicator in bridge maintenance management systems |
1049-1056 |
| Andersen, Ulrik Sloth |
Strengthening of box girder bridges with external prestressing - case study for the Langeland Bridge. |
1692-1699 |
| Auguste, Thierry |
An integrated solution for tension monitoring in bridge hangers and stay cable by means of vibration measurement |
511-517 |
| Ayoub, E. F. |
Simplified approach for the seismic analysis of precast girder bridges with gap |
1375-1382 |
| Bagge, Niklas |
Full scale test of a PC bridge to calibrate assessment methods |
965-973 |
| Bao, Zehua |
Investigation on the reasonable area of energy-dissipation bars for hybrid rocking columns |
1407-1414 |
| Baumgartner, Sebastian |
The development of a BIM data structure for bridge maintenance |
949-954 |
| Becks, Henrik |
Interaction of normal and shear loads in carbon reinforced slab segments |
1233-1241 |
| Ben Afia, Achraf |
Dynamic behavior of aluminum deck-on-steel girder bridges under vehicular traffic loads considering the effect of road roughness |
1623-1632 |
| Berrocal, Carlos G. |
A fiber optics enriched Digital Twin for assessment of reinforced concrete structures |
382-390 |
| Berten, Karlien |
The use of a new slab track system in the renovation of the Vierendeel railway bridges in Mechelen |
197-205 |
| Bhowmick, Alok |
Evaluation, repair & rehabilitation of 2 flyovers using advance assessment methods – a case study |
1572-1580 |
| Bielak, Jan |
Rehabilitation of a 200 m long pedestrian bridge with carbon textile reinforced concrete |
101-108 |
| Biliszczuk, Jan |
Temperature distribution in different bridges types based on data from SHM systems |
540-548 |
| Binder, Fritz |
Performance assessment on degrading concrete structures including considerations on the time variant alteration |
341-348 |
| Bissing, Hendrik |
Improving economic efficiency of wind energy using data-based fatigue assessment methods |
1537-1545 |
| Boiadjieva, Raina |
High-rise building analysis considering construction stages: floor structure stiffness influence over vertical element axial shortening |
1941-1947 |
| Boros, Vazul |
Traffic loads for the assessment of existing bridges |
1040-1048 |
| Bosbach, Sven |
Investigations on the structural behaviour of CFRP reinforced concrete members for modular bridge constructions |
1163-1171 |
| Bottaro, Sara |
Vibration serviceability performance of prefabricated cross-laminated timber steel rib composite floors |
1590-1597 |
| Botte, Wouter |
Accounting for spatial variability in partial factor based design verifications |
1805-1812 |
| Bouten, Sam |
Design of a funicular concrete bridge with knitted formwork |
690-699 |
| Bouzas, Óscar |
Reliability-based structural assessment of a historical steel railway bridge |
1839-1846 |
| Brehm, Eric |
Enhancement of structural safety by safety factors – a case against the common approach |
1831-1838 |
| Briseghella, Bruno |
Numerical analyses on flexural performance of prefabricated UHPC link slab |
801-808 |
| Caetano, Elsa |
Using an ambient vibration test to identify damage in a sculpture |
481-488 |
| Cartiaux, François-Baptiste |
Real condition experiment on a new bridge weigh-in-motion solution for the traffic assessment on road bridges |
1242-1248 |
| Cayatte, Charles |
The Enshi funicular |
1181-1188 |
| Cervantes, David |
Repair project of a vehicular bridge damaged during the 2017 Puebla- Morelos earthquake: seismic evaluation |
1437-1443 |
| Chen, Yu |
Slip coefficient of 90-year-old riveted joint surface with red lead paint for corrosion |
598-604 |
| Chioccariello, Ambra |
Lannion downstream bridge over the Léguer River |
2025-2034 |
| Coene, Renaat |
City of Ghent – adapting infrastructure to societal needs |
682-689 |
| Collings, David |
The assessment, strengthening and widening of Thames Bray Bridge |
109-114 |
| Collings, David |
Fixed link crossings: a global perspective |
1288-1295 |
| Cook, Mike |
How can the construction industry serve the needs of a society threatened by climate change? |
25-32 |
| Cramer, Jacqueline |
The transition to sustainable concrete in the Netherlands through network governance |
21-24 |
| Croce, Pietro |
Assessment of long-term structural reliability considering climate change effects |
52-60 |
| Croce, Pietro |
Parametric approach in BIM environment for the assessment of existing masonry buildings |
1074-1082 |
| Culek, Bohumil |
Fatigue behaviour of Vossloh SKL14 tension clamps |
1555-1563 |
| Dai, Y. |
Verification calculation of the Cortenoeverse bridge using finite element analysis |
1304-1312 |
| Daohang, Hu |
Application of viscous dampers for structural response reduction in building renovation |
925-931 |
| Datry, Jean-Bernard |
The hyperion tower, an audacious demonstration of the use of materials |
1144-1152 |
| de Boon, Johan |
Nonlinear finite element analysis for structural assessment of existing bridges: network manager experiences |
933-940 |
| de Bruijn, Jos |
Automated design of high voltage pylons |
1965-1972 |
| de Freitas Bello, Vanessa Saback |
Bridge management systems: overview and framework for smart management |
1014-1022 |
| de Freitas Bello, Vanessa Saback |
Framework for facility management of bridge structures using digital twins |
629-637 |
| Di, Fangdian |
A multi-objective genetic algorithm for optimal design of cable networks with external dampers and cross-ties |
893-900 |
| Diana, Giorgio |
Super-long span bridge aerodynamics benchmark: additional results for TG3.1 Step 1.2 |
1982-1989 |
| Dillen, Wouter |
Optimization in a realistic structural engineering context: redesign of the Market Hall in Ghent |
828-835 |
| Ding, Luchuan |
Structural reliability of RC frames under sudden column removal scenarios considering static and dynamic methods |
1789-1796 |
| Dong, Li |
A prediction method for cable forces of cable-stayed bridges using fuzzy processing and Bayes estimation |
644-652 |
| Dreifke, Paul |
Multidimensional load-bearing behaviour of timber-concrete composite road bridges with consideration of flexibility of connections |
1103-1109 |
| Du, Guangli |
Nonlinear structural analysis of a masonry wall |
809-818 |
| Duchêne, Yves |
The Arc Majeur, when art challenges technology |
1658-1666 |
| Duchêne, Yves |
Engineering of a contemporary version of the stone arches of the "Pont des Trous" in Tournai |
1891-1899 |
| Dumortier, Alain |
The modernisation of the Albert Canal and its bridges |
709-717 |
| Durand, Paul-Emile |
Design of the A1-M1 link road extradosed bridge in Mauritius |
1990-1998 |
| Efthymiou, Eleftheria |
Ground motion spatial variability and cable-stayed bridges: do we need to consider the asynchronous motion? |
1398-1406 |
| el Ogri, Soufiane |
Numerical study of a blind bolted connection between an aluminum bridge deck and steel girders |
2044-2052 |
| Fan, Shushu |
Evaluation method of defects in concrete structures using hammer test by time-frequency analysis and neural networks |
955-964 |
| Fang, Heng |
Parametric study of orthotropic steel decks with open ribs using FEA |
877-884 |
| Fanton, Andreia Romero |
Eurocode structural fire design of Brazilian masonry buildings |
1823-1830 |
| Fanton, Andreia Romero |
Fire performance of reinforced concrete slabs: a numerical analysis |
1797-1804 |
| Feron, Jonas |
A deployable tensegrity footbridge: static design and optimization |
1196-1204 |
| Flock, Julian |
New concept of high voltage overhead line between Avelin and Gavrelle – structural and dynamic design |
1215-1223 |
| Flores-Vidriales, D. |
Reliability of bridges considering the effect of local scour |
249-255 |
| Fujiwara, Masaki |
Study on after-slip strength of high-strength bolted frictional joints with a filler plate |
1005-1013 |
| Furunes, Eirik Wie |
Trysfjord bridge, parametric analysis and modelling for drawingless construction of a concrete balanced cantilever bridge |
1999-2004 |
| Gagné, P. M. |
Prolonging the lifetime of existing reinforced concrete infrastructures with thermal sprayed zinc coating anodes |
349-355 |
| Gallegos-Calderón, Christian |
Design, construction and structural response of a lightweight FRP footbridge |
2053-2061 |
| Galvão, Neryvaldo |
Impact evaluation of human-made hazards on terrestrial transport infrastructure assets: modelling variables and failure modes |
1847-1853 |
| Gens, Frédéric |
"La Belle Liégeoise", the new footbridge in Liège |
741-747 |
| Gens, Frédéric |
Dynamic response under pedestrian loading of the footbridge "La Belle Liégeoise" |
1667-1674 |
| Georgiev, Lazar |
Equivalent nosing force for a steel railway bridge based on in situ measurements |
1273-1279 |
| Georgiev, Lazar |
Exploitation problems with particular road and railway composite bridges in Bulgaria |
660-665 |
| Gryniuk, Michael |
Crafting a framework of embodied carbon education, tracking, and reduction for US-based structural engineers |
224-231 |
| Guerrero, Héctor |
Evaluation of a low-cost seismic energy dissipation device for buildings |
1430-1436 |
| Hällmark, Robert |
Testing of composite girders with coiled spring pin shear connectors |
1700-1708 |
| Harsányi, Peter |
Benefits of using digital image correlation systems for advanced structural assessment |
561-570 |
| Haslbeck, Matthias |
Application of mobile devices for the rapid assessment of masonry arch bridges – worked example and benchmarking |
793-800 |
| Haslbeck, Matthias |
Elaboration of a rapid assessment method for masonry arches |
783-792 |
| Hectors, Kris |
Fatigue assessment of a steel truss bridge based on multi-dimensional finite element modelling |
986-994 |
| Hellemans, Luc |
Oosterweel – from an underground and even underwater road infrastructure plan to an urban transformation project |
35-41 |
| Hengeveld, Sjoerd |
Evaluation of the contact area of lorry tyres in Eurocode’s fatigue load model 4 (FLM4) |
1488-1495 |
| Hertle, Robert |
Challenges when enhancing the infrastructure – case studies |
1313-1322 |
| Hogesteeger, Paul |
The relocation of a heritage bridge |
166-174 |
| Huang, Dongzhou |
Dynamic loadings of moving vehicles on curved concrete segmental single box girder bridges |
589-597 |
| Iakovidis, Iason |
A finite element model updated by artificial neural networks to explain the behaviour of the Z24 Swiss bridge in different temperature states. |
366-375 |
| Ivanov, Stoyan |
Lateral torsional buckling of plate girder composite bridges – general method |
675-681 |
| Jackson, C. |
Combined solution: the structures of the A120 Little Hadham bypass and flood alleviation scheme |
1296-1303 |
| Jian, Xudong |
Bridge weigh-in-motion using bridge influence surface and computer vision: an experimental study |
435-440 |
| Jilissen, Danny |
Automated structural assessment of existing reinforced concrete underpasses |
356-364 |
| Jinlun, Cai |
Bi-direction evolutionary structural optimization in seismic design of braced steel frame tall buildings |
1924-1930 |
| Jiponov, Alexander |
Condition assessment of several bridges in Sofia based on visual inspection and as-built drawings |
418-424 |
| Kalfas, Konstantinos N. |
Quantifying damage in the steel shims of seismic isolation rubber bearings due to support rotation |
284-292 |
| Kaneda, Takao |
Variations in seismic retrofit design of cable-stayed bridges of different sizes |
1422-1429 |
| Kashif, Muhammad |
Early-age cracking behavior of advanced reinforced concrete pavement under environmental loading |
1126-1134 |
| Kashif, Muhammad |
Numerical evaluation of horizontal cracking potential in continuously reinforced concrete pavement under varying saw-cut depths |
776-782 |
| Kino, Junichi |
Effective re-use of existing structures towards the sustainable society at East Japan Railway Company |
94-100 |
| Knorrek, Christian |
Investigation of the load-bearing behavior of composite joints in cross-section supplements for concrete structures |
1872-1881 |
| Kohns, Julia |
Classification of earthquake-induced building damage using innovative methods |
1366-1374 |
| Köhserli, Mehmet |
Vibration of structurally connected high-rise buildings under wind force |
1598-1605 |
| Kunz, Claus |
Accidental impact by ships in the updated EN 1991-1-7 |
1348-1355 |
| Laagland, Jeroen |
Permanent glass-fibre-reinforced under water concrete floor |
1339-1346 |
| Lachinger, Stefan |
Numerical calibration of railway bridge based on measurement data |
1264-1272 |
| Lagerkvist, Johan |
Climate impact estimation – from feasibility study to handover |
622-628 |
| Lai, Minghui |
Benchmark model updating for cable stayed bridges |
391-397 |
| Lantsoght, Eva O. L. |
Capacity of prestressed concrete bridge decks under fatigue loading |
313-321 |
| Larose, Guy L. |
A methodology for resiliency assessment of existing bridges – a study on a bridge from 1930 |
1066-1073 |
| Leonetti, Davide |
Influence of inspection on the safety of fatigue loaded welded cruciform steel joints – comparison of simplified and advanced crack growth models |
1546-1554 |
| Liu, Xinhong |
A 3-D detection method of moving traffic loads based on the stereo vision |
467-474 |
| Liu, Zhan-hang |
An experimental study of cable tension identification based on measurements of mode shapes |
1651-1657 |
| Luo, Lanxin |
Bayesian model updating of a large-span steel tied arch bridge: an experimental study |
475-480 |
| Luo, Lanxin |
Design and analysis of the Wing-spread Bridge: a pedestrian bridge in the Binjiang Avenue, Shanghai |
901-908 |
| Lystad, Tor Martin |
Long-term extreme buffeting response of long-span bridges considering uncertain turbulence parameters |
1606-1613 |
| Maas, Toon |
ViA15 - A paradigm switch for bridge design |
2035-2042 |
| Maes, Kristof |
The application of black-box modeling in long-term tunnel deformation monitoring |
580-587 |
| Maes, Kristof |
Long-term vibration monitoring on railway bridge KW51 in Leuven, Belgium |
398-403 |
| Maier, Nadine |
Investigations on the buckling behaviour due to different launching bearings |
1974-1981 |
| Marenda, Ivan |
Dynamic properties of the isolators used in the Green Museum Library (Taiwan) |
293-298 |
| Marioni, Agostino |
Bearing systems for light rail bridges |
299-304 |
| Mashayekh, Adel |
Finite element analyses of a buckling-restrained pile |
1462-1470 |
| Maslak, Mariusz |
Impact of the structural model used on the steel hall fire resistance assessment |
909-916 |
| Matsui, Shun |
A method for replacing lower flange splice plate of a steel I-girder connection using BPL |
1754-1760 |
| Mellenthin Filardo, Martina |
Automated framework for optimized path-planning for pile foundation drilling machines based on 4D BIM modelling |
1949-1956 |
| Meng, Niculin |
Addressing society’s various needs in the selection and use of key bridge components |
666-674 |
| Meng, Niculin |
The use of SHM to monitor and evaluate bridge movements – absolute and accumulated – at the structure’s bearings and expansion joints |
489-496 |
| Miccoli, Stefano |
Climatic advantages of the spread of timber constructions in peripheral regions - the case of southern Switzerland |
1863-1871 |
| Mirzazade, Ali |
Application of close range photogrammetry in structural health monitoring by processing generated point cloud datasets |
450-458 |
| Mirzazade, Ali |
Predicting strains in embedded reinforcement based on surface deformation obtained by digital image correlation technique |
425-434 |
| Miyachi, Kazuhiro |
Correlation between the rust colour distribution rate and corroded surface characteristics of galvanized steel wires |
941-948 |
| Moriyama, Hitoshi |
Exploration of novel faying surface treatment for high-strength frictional bolted joints to enhance its after-slip performance |
1684-1691 |
| Nader, Marwan |
The Samuel De Champlain Bridge – A holistic approach to sustainability and durability |
1205-1214 |
| Nakamura, Shunichi |
Ultimate strength and fatigue life of cable-stayed bridges considering cable corrosion |
1511-1518 |
| Nategh, Shahryar |
Effect of loading rate, surface flaw length and orientation on strength of laser-modified architectural glass |
1581-1588 |
| Navrátil, Jaroslav |
Parametric bridge design – reinforcement design |
860-867 |
| Ni, Peng |
Comparison on outlier detection methods using measured data from a long span tied-arch bridge |
497-503 |
| Ni, Peng |
Denoising of structural health monitoring data: method and coding |
504-510 |
| Nosiglia, Luis |
Silver Tower Brussels – Adaptative outriggers |
1909-1916 |
| Olipitz, Michael |
Structural design criteria for road bridges made of UHPC large prefabricated parts - approaches to possible CO2 savings potential in bridge construction |
605-614 |
| Orcesi, André |
Investigating the effects of climate change on structural resistance and actions |
974-985 |
| Palmisano, Fabrizio |
Anchorage/lap strength of bars in RC structures in case of low concrete cover thickness |
1057-1065 |
| Palmisano, Fabrizio |
An interdisciplinary approach to landslide damage assessment in urban areas |
1083-1091 |
| Parwani, Kamakshi |
Fire behaviour of large scale loaded tunnel segment tests for project Rotterdamsebaan, The Netherlands |
1357-1364 |
| Peigneux, Christophe |
Footbridge Nelson Mandela in Béziers: a contemporary slender arch bridge in UHPFRC |
1189-1195 |
| Pisani, Marco Andrea |
Numerical modeling strategy for deteriorated concrete decks in SHM applications |
1643-1650 |
| Pompeu-Santos, Silvino |
Innovative TBM traffic tunnels |
1153-1162 |
| Porpiglia, Giuseppe |
A numerical approach for the assessment of crosswind effects on barrier-protected trains running on bridges |
233-240 |
| Ptacek, Lisa |
Assessment of the aftertreatment quality of concrete |
1855-1862 |
| Puppio, Mario Lucio |
Non-destructive and effective bridge monitoring through fast-falling weight deflectometer |
995-1004 |
| Qvisen, Jami |
Standardised bridge weigh-in-motion data and its applications in bridge engineering |
1031-1039 |
| Ranaudo, Francesco |
A low-carbon, funicular concrete floor system: design and engineering of the HiLo floors |
2016-2024 |
| Reedijk, Bas |
Afsluitdijk climate resilient with XblocPlus |
256-264 |
| Rehounek, Lubos |
Analysis for optimization of spiral reinforcement in pre-fabricated bridge columns |
885-892 |
| Reichenbach, Sara |
Application potential of textile reinforcement in concrete construction for infrastructure buildings: environmental performance and availability |
836-844 |
| Reis, Antonio J. |
Reliability, sustainability and innovation in bridges and structures |
1172-1180 |
| Reiterer, Michael |
Railway bridge dynamics: development of a new high-speed train load model for dynamic analyses of train crossing |
1633-1642 |
| Retzepis, Ioannis |
Protection and repair of concrete structures as an important contribution to sustainability |
183-190 |
| Reynders, Edwin |
Vibration-based structural health monitoring from operational long- gauge fiber optic strain data |
571-579 |
| Rikken, Maarten |
Refurbishment of orthotropic steel decks with steel plates |
1496-1503 |
| Rokutani, Takuma |
Effect on buckling behavior and seismic performance of steel piers corrosion-damaged near ground |
1392-1397 |
| Roldsgaard, Joan Hee |
Indicative implied safety level in ULS of a suspension bridge deck |
2005-2014 |
| Roosen, Marco A. |
Resistance of prestressed bridge girders to diagonal tension cracking |
819-827 |
| Rossi, Edoardo |
Condition assessment of in situ elastomeric bearings |
305-311 |
| Roy, B. C. |
Condition assessment, rehabilitation and upgradation of stadia in Delhi using modern technology |
1761-1770 |
| Roy, B. C. |
Performance assessment on influence zone of existing structures for metro construction |
1728-1737 |
| Saad, Saad |
Influence of climate change on thermal stresses in concrete box girders |
43-51 |
| Salehi, Mohammadreza |
Evaluation of the effect of operational modal analysis algorithms on identified modal parameters of railway bridges |
441-449 |
| Sánchez-García, Raúl |
Longitudinal response of a cable-stayed bridge to wind loads using fluid-structure interaction simulations |
1023-1030 |
| Sarmiento Nova, Silvia J. |
Response surface method strategies coupled with NLFEA for structural reliability analysis of prestressed bridges |
1813-1822 |
| Sasidharan, Manu |
A business case for risk-informed bridge monitoring using the value of information |
518-525 |
| Scantlebury, Richard |
Design of Jakarta Mass Rapid Transit package CP103 |
1249-1257 |
| Schaller, Melanie |
Gaining a realistic fatigue load model using sensor-based measurements |
1258-1263 |
| Schultz, Joshua A. |
Experimental performance of optimized trusses |
868-876 |
| Schultz, Joshua A. |
Small-scale testing for feasibility of rubblized concrete foundations |
159-165 |
| Shao, Zhufeng |
Bridge-vessel anti-collision monitoring system: design and implementation |
534-539 |
| Shao, Zhufeng |
Image stabilization technology for active bridge-vessel anti-collision monitoring system |
549-554 |
| Shi, Xuefei |
Control and optimization of UAV measurement parameters for alignment measurement in bridge construction |
638-643 |
| Shi, Xuefei |
Durability design of composite bridges with given life in seasonal freezing region |
653-659 |
| Shimmyo, Hiroshi |
Influence of Mullins and hardening effects of seismic isolation rubber bearings on the seismic response |
1444-1452 |
| Sjaarda, Matthew |
The impact of heavy vehicle platoons on bridge traffic loads |
700-708 |
| Sjaarda, Matthew |
Updating bridge axle loads using WIM in Switzerland |
748-756 |
| Skarmoutsos, Georgios |
Fatigue strength of large diameters tension rods with metric cut thread |
1479-1487 |
| Sleiman, Martin |
Timber and concrete hybrid superstructures – a potential step towards sustainability? |
1280-1287 |
| Smits, Joris |
The circular arch viaduct: reduce, re-use & recycle in practice |
206-214 |
| Snaiki, Reda |
Hurricane risk assessment of offshore wind turbines under changing climate |
241-248 |
| Sobota, Paul M. |
Optioneering of long viaducts via parametric design |
1957-1964 |
| Song, Junho |
Risk intelligence of structural systems: concepts and recent developments |
33-34 |
| Soudijn, Maarten |
Measuring heavy traffic with WIM-ROAD and WIM-BRIDGE systems in an urban environment |
331-340 |
| Svechnikov, Egor |
Framework for investigating the effect of different design lives on the design of bridges |
726-733 |
| Svendsen, Martin N. |
Wind response sensitivities of a long suspension bridge |
1675-1682 |
| Svensson, Dan |
Slussen – the lock of Stockholm |
1882-1890 |
| Swann, Walter |
Steel: friend or foe in the face of the climate emergency? |
175-182 |
| Tepho, Thibault |
Development of a traffic load model for bridge structures within an urban subway system |
734-740 |
| Terwel, Karel |
Contributing human and organizational factors to the collapse of the FC Twente stadium roof |
1565-1571 |
| Terwel, Karel |
Lessons learned from using a donor skeleton in a 3 storey office building |
62-69 |
| Thibault, Pierre |
Investigation of hybrid multi-core buckling-restrained brace components |
1415-1421 |
| Tjepkema, Daan |
Re-use of a 300 m steel arch bridge |
70-78 |
| Tobinaga, Hironobu |
Highway bridge deck made of ductile-cast-iron |
1519-1527 |
| Tola, Sinem |
Time history analysis of an existing structure in accordance with Turkish and European standards |
1383-1391 |
| Traykova, Marina |
Conservation of historical buildings – concepts and details |
1738-1745 |
| Traykova, Marina |
Influence of the floor systems on the sustainability of reinforced concrete structures |
124-132 |
| Trias, Adriana |
Characterization of operational vibrations of highway bridges Via Lidar |
412-417 |
| Trimech, Mahmoud |
Numerical analysis of the fatigue behaviour of friction stir welded joints in aluminum bridge decks |
1528-1536 |
| Uni ÓSKARSSON, Kristján |
Eldvatn bridge – Iceland´s first network arch bridge |
718-725 |
| Urbina, Oscar |
Risk management and criticality ranking of civil infrastructures – case study |
1779-1788 |
| Van Bogaert, Philippe |
Concepts for walkable coverings of historic site |
1110-1117 |
| Van De Velde, Menno |
Modelling the non-linear behaviour of the pot bearings of railway bridge KW51 |
404-411 |
| Van der Gaag, Bart-Jan |
Automated structural design for 3D printed circular composite bridges |
758-766 |
| van Dooren, Maikel |
WTF design software |
1471-1477 |
| van Doremaele, Koen |
Construction in Antarctica and South Georgia: delicate works in a pristine environment |
1330-1338 |
| van Leeuwen, M. C. |
Sustainable and environmentally friendly zinc coatings for protecting steel bridges in Europe |
133-140 |
| Van Staen, Gilles |
Out-of-plane buckling of arches with rectangular cross-sections and curved webs |
768-775 |
| Van Staen, Gilles |
Using movable modular grandstands in large sports stadia |
1323-1329 |
| Vaňová, Patrícia |
FE analysis of continuous shear connector |
615-621 |
| Venturi, Giorgia |
Strengthening old steel railway bridges: a review |
1718-1727 |
| Vereecken, Eline |
Updating of the corrosion degree based on visual data combined with strain or modal data |
1092-1101 |
| Vergoossen, Rob |
Re-using existing prefabricated prestressed concrete girders |
215-222 |
| Vestman, Victor |
Monitoring of a Norwegian steel-concrete bridge strengthening for composite action |
1709-1717 |
| Vide L’eau, Arneaux |
The effects of expansion joint design on bridge life-cycle costs - initial investment versus total cost of ownership |
150-158 |
| von Arnim, Mareike |
Butt welded connections of high strength steel |
1118-1125 |
| Vorwagner, Alois |
FEM based approach for development of a new high-speed load model for railway bridges |
1614-1622 |
| Walgenbach-Albat, Florian |
Timber-granite-composite structures for pedestrian and cycle path bridges |
1135-1143 |
| Wang, Ao |
Design and construction of a three-span continuous box girder model |
526-533 |
| Wang, Jingjing |
An energy-robust nonlinear energy sink with inerter |
275-283 |
| Wang, Zhongjie |
Study on temperature field effects on RC high-pier bridge |
376-381 |
| Wencong, Li |
Numerical study on multi-cell CFT column under lateral force in different direction |
1901-1908 |
| Wium, Jan Andries |
Choosing an appropriate housing methodology for holistic societal needs |
85-93 |
| Wong, Mary |
Materials in bridge engineering: creating a more sustainable future |
115-123 |
| Xin, Ziheng |
Experimental study on anti-collision device using titanium steel and recycle tires |
845-851 |
| Xiong, XiangWen |
Design, simulation and matched structure of a living ecological & energized modules (EEMs) bridge system |
1224-1231 |
| Xue, Junqing |
Numerical analyses on mechanical performance of flat buried approach slab and soil deformation |
1454-1461 |
| Yao, Jie |
Multi-level objective optimization method for high rise frame shear wall structure |
917-924 |
| Yaqub, Muhammad Arslan |
Advancements in shear strengthening of prestressed concrete I-girders using fiber reinforced polymers |
1746-1753 |
| Zarate Garnica, G. I. |
Nonlinear finite element analysis of tests of reinforced concrete slabs |
322-330 |
| Zeidan, Talina |
Overcoming the limitations of recycled concrete aggregates in Belgium |
191-196 |
| Zhang, Chenyun |
Sensitivity data driven optimal design for steel frame tall buildings |
1931-1940 |
| Zhao, Xin |
Automation of seismic design of high-rise structure with braced steel frame |
1917-1923 |
| Zhelyazov, Todor |
Modeling of the behaviour of concrete elements containing a self- healing agent |
79-84 |
| Zhong, Huaqiang |
Acceleration data quality assessment for bridge structural health monitoring via statistical and deep-learning approach |
555-560 |
| Zhong, Xueqi |
Investigation of seismic response of rocking column with a novel mechanical connection device |
266-274 |
| Zhou, Mukai |
Numerical study on rehabilitation of the U-rib butt weld fatigue crack in orthotropic steel deck using carbon fiber reinforced polymer strip |
1771-1777 |
| Zonco, Audrey |
Exploring circularity: Europengineers on piano |
141-149 |
