| Acharya, Mahesh |
Experimental Testing of Mechanical Splices for Titanium Alloy Bars |
266-271 |
| Achillopoulou, Dimitra V. |
Adhesive Acrylate Metal-Glass Connections: Influence of Temperature and Thickness of Adhesive Layer |
1495-1502 |
| Achillopoulou, Dimitra V. |
Efficiency of adhesive layers in strengthening schemes of concrete elements |
853-859 |
| Achillopoulou, Dimitra V. |
Stability & Resistance of Hybrid Glass Structures under Seismic & Temperature Loads |
1487-1494 |
| Agredo Chavez, Angelica |
Available Tests to evaluate Residual Prestressing Forces in Concrete Bridges |
1123-1131 |
| Agredo Chavez, Angelica |
Cracking and Fatigue of Heavy Loaded Prestressed Concrete Bridge in Sweden |
792-799 |
| Akutsu, Ayako |
Advancement of Eddy Current Based Evaluation of Axial Force of High-Strength Bolts |
1148-1155 |
| Ali, Khawaja |
Proposal of nonlinear buffeting analysis framework for long-span bridges using Volterra series-based non-stationary wind force model |
423-430 |
| Allaix, Diego Lorenzo |
Future perspectives of standardisation for a safe European transport infrastructure |
1314-1320 |
| Allaix, Diego Lorenzo |
Review of the current state of standardisation on monitoring, data-informed safety assessment and decision-making regarding maintenance of the transport infrastructure |
1309-1313 |
| Al‐Gburi, Majid |
Quantifying the Environmental Impact of Railway Bridges Using Life Cycle Assessment: A Case Study |
1796-1803 |
| Ároch, Rudolf |
Monitoring and Assessment of Bridge Cable Stays Consisting of Bundles of Fully Locked Coil Ropes |
338-345 |
| Ároch, Rudolf |
Temperatures during Weld Repair on Orthotropic Steel Decks |
1196-1203 |
| Asadi, Hastia |
Weathering-induced ageing strength modification factors for PET-PVC-fabrics |
963-969 |
| Ashizawa, Nanami |
Development of simplified Bridge-Weigh-In-Motion based on displacement evaluation using an accelerometer |
407-414 |
| Bachofner, Wolfgang |
Long-term concrete strain measurements of large-scale experiments exposed to environmental effects |
743-749 |
| Bajo Pavía, Carlos |
D4R7. New Danube Crossing at Bratislava |
1527-1534 |
| Bajo Pavía, Carlos |
D4R7. Prievoz Interchange refurbishment at Bratislava |
578-585 |
| Baldassino, Nadia |
An experimental investigation on base-plate joints of steel storage pallet racks |
594-601 |
| Barros, Brais |
Numerical model updating of an aging steel bridge based on a multidisciplinary experimental campaign |
1300-1308 |
| Barros, Jesús Armesto |
Recent and future trends of onshore wind turbine foundations |
210-217 |
| Bažant, Zdeněk P. |
Extrapolation of Test Data in Time, Size and Risk: A Challenge for Concrete Design Codes |
54-66 |
| Becks, Henrik |
Experimental and numerical investigations on the fatigue behavior of high-strength concrete under combined shear-compression loading |
532-540 |
| Bednarski, Cezary M. |
ABOVE OR BELOW – this is the QUESTION |
1053-1062 |
| Bento, Ana Margarida |
Assessment of Scour Risk in Hydraulic Infrastructures. A Bridge Case Study |
1366-1373 |
| Berber, Oguz |
Braila Suspension Bridge: Construction Methodology of the Pylons |
1251-1256 |
| Berber, Oguz |
Izmit Bay Suspension Bridge - Response of Active Mass Damper Using Finite Element Analysis |
1898-1901 |
| Bettinelli, Lara |
Alternative approach for additional damping in dynamic calculations of railway bridges under high-speed traffic |
1582-1589 |
| Bies, Nora Susanne |
Tensile strength of the bent portion of vinyl ester GFRP rebars |
1476-1481 |
| Binder, Fritz |
Improvements in chloride determination in reinforced concrete structures to find optimal time for remediation |
1942-1947 |
| Boretzki, Jakob |
Quasi-static load bearing behaviour of hybrid grouted joints |
1132-1139 |
| Brühwiler, Eugen |
UHPFRC is ready to revolutionize existing and new structures |
67-79 |
| Buddee, Samard |
Seismic Performance Evaluation of an Existing Low-Rise RC Building after Strengthening using Nonlinear Static Procedure |
387-394 |
| Campo-Rumoroso, Iván |
New beam element for horizontally curved steel-concrete composite box girder bridges |
1329-1336 |
| Cargnino, Luca |
The New Storstrøm Bridge – Prestressed Box Girder Design |
112-119 |
| Castelló, Ramón J. |
Bru over Otra, a new footbridge in Kristiansand (Norway) |
1039-1046 |
| Ceccolini, Nicola |
Influence of design criteria on the seismic response of single-storey steel buildings |
624-636 |
| Chen, Yu |
Load transferring mechanism of long riveted joint partially replaced by high-strength bolts |
173-180 |
| Chiorean, Cosmin G. |
Ultimate and Nominal Strength Capacity Evaluation of Composite Sections with Arbitrary Shapes at Elevated Temperatures |
1715-1722 |
| Chua, Alvin |
Hyperbox Modelling for Externally Bonded Carbon Fibre Reinforced Polymers on Beams |
1910-1918 |
| Clemente, Alejandro |
The new City Bridge of Drammen: A structural insight |
1270-1277 |
| Cruz-Chamorro, Andrea E. |
Nonlinear soil–structure interaction of retaining walls with pulse-like earthquakes |
1543-1550 |
| Cusumano, Linda |
Intelligent building contract tendering – potential and exploration |
1902-1909 |
| Dakov, Dimitar |
Condition Assessment of Steel Riveted Roof of Heritage Building in Sofia, Bulgaria |
884-888 |
| Daniel, Ryszard A. |
Control of Fatigue in Hydraulic Steel Structures |
1234-1241 |
| De Luca, Antonio |
Advanced analysis of a pedestrian bridge and considerations on crowd-structure interaction |
1427-1434 |
| de Miranda, Mario |
The Design of the new Storstrøm Bridge: design philosophy, structural concepts, fundamental design and innovative construction methods. |
686-693 |
| De Pauw, Bart |
The design of the anchoring of the steel double track railway integral bridge in Mechelen contrasting the historical Vierendeel bridges |
484-490 |
| Dejmek, Tomáš |
The assessment and condition survey of concrete prestressed bridges in the Czech railway network |
868-875 |
| Du, Xinlong |
Collapse Fragility Development of Electrical Transmission Towers Subjected to Hurricanes |
235-242 |
| Dørum, Cato |
Laser- and laser-hybrid welding of steel bridge structures |
1812-1819 |
| El-Mahrouk, Omar |
Combined LOD-Definition for Bridge Maintenance and 3D City Maps |
1859-1866 |
| El-Mahrouk, Omar |
The Implementation Potentials of BIM in Bridge Maintenance Workflows |
1851-1858 |
| Enders, Alexander |
New developments in the design of Z-shaped steel sheet pile walls |
1772-1779 |
| Escallon, Miguel |
The New City Bridge in Drammen, Norway. Designing a new urban landmark for an extreme environment. |
1257-1264 |
| Fasching, Stephan |
Semi-Precast Segmental Bridge Construction Method: construction of a prototype and shear tests on cross-frames |
1707-1714 |
| Feber, Nina |
Beam-column behaviour of stainless steel I-section members |
369-376 |
| Fırat Yolacan, Taygun |
An experimental and numerical approach to investigate the load- deformation behaviour of anchorages with headed fasteners in reinforced-concrete columns |
586-593 |
| Fliscounakis, Agnès |
Externally prestressed concrete: anchor block 3D yield design |
1627-1634 |
| Forsdyke, Jessica C. |
An analysis of the potential for improving cement efficiency through functionally graded concrete elements with durability-driven concrete specification |
1820-1829 |
| Fußeder, Martin |
Computational Sensitivity Analysis for Construction Stage Models |
1676-1683 |
| Gagné, Martin |
Economical Steel Bridges |
136-140 |
| Galmarini, Andreas |
Design and construction of the Second Hinterrhein-Bridge |
984-991 |
| Géhin, Dominique |
Design and construction of the “Chaumény” footbridge in posttensioned UHPFRC |
285-292 |
| Giga, Taiki |
Evaluation of Seismic Performance and Proposing the Reinforcement Methods for the Bridge with Rocking Piers Penetrating the Railway Platform |
637-644 |
| Gohar, Sania |
Damage investigation through dynamic characteristics of existing bridge deck panels |
1935-1941 |
| Gölz, Lisa-Marie |
Fatigue behaviour of tubular bracings in steel and composite bridges |
524-531 |
| Grabke, Stefan |
Damage detection in concrete with coda wave interferometry using a 60 kHz ultrasonic signal |
453-457 |
| Grzesiak, Szymon |
Influence of Material Stiffness on Bond Behaviour for CFRP and BFRP Strips Glued to Concrete Surface |
860-867 |
| Guil Celada, Ysabel |
Independent Check and Validation Activities for the New Storstrøm Bridge |
88-95 |
| Guo, Wei |
Experimental study of potential bearing uplift of cable-stayed bridges under earthquakes |
645-653 |
| Guo, Weiqiang |
Structural stress analyses of long-span railway extradosed cable- stayed bridge based on reasonable construction state |
141-148 |
| Hajdin, Rade |
BIM and BMS: Current Status and Challenges |
710-715 |
| Harrewijn, Thomas |
Assessment of masonry arch bridges |
562-568 |
| Hashimoto, Tatsuya |
Prototype of no-projected and Sandglass-shaped Bolt with High- Strength and Durability for Efficient Steel Structures Maintenance |
602-609 |
| Herrmann, Paul |
Refurbishment of Franzensbrücke in Vienna- Retrofitting a historical steel arch bridge with composite plate in between limited timeframe, restrictive urban environment, and challenging structural requirements |
845-852 |
| Hirao, Kensho |
Proposal of ultrasonic bolt axial force evaluation method using machine learning and signal processing |
1140-1147 |
| Hlinka, Richard |
Evaluation of Riveted Railway Bridge Using Experimental-Numerical Analyses |
1115-1122 |
| Hoffmann, Simon |
From ETAG to EADs – The ongoing development of the European regulatory system governing the design and manufacture of bridge expansion joints |
361-368 |
| Hohberg, Jörg-Martin |
Rehabilitation of Earth Retaining Wall for Slope Failure, due to Strength Reduction and Seismic Acceleration, Considering Nonlinear Soil-Structure Interaction |
766-773 |
| Holý, Milan |
Development of timber–UHPC composite bridge system |
293-300 |
| Hoogendoorn, Peter Paul |
Torsional buckling strengthening in cruciform columns |
1873-1881 |
| Hoogendoorn, Peter Paul |
Wind & Seismic Design of a Steel Preheater Tower - Adapting Ductility Capacity to Demand |
1559-1566 |
| Hu, Daohang |
Application of Damped Outriggers in Renovation of Super Tall Building Structures |
1844-1850 |
| Isailović, Dušan |
Geometry as a common ground for BMS and BIM |
720-726 |
| Ivanov, Stoyan |
Kagraner Steg – New GFRP Pedestrian Bridge in Vienna |
1468-1475 |
| Jackson, Philip |
Information is for Life not just for BIM Models |
911-919 |
| Jakub, Dolejš |
Replacing of a steel bridge by rotation around the longitudinal axis |
467-475 |
| Jan, Červenka |
Advanced modelling of concrete bridges |
1321-1328 |
| Jang, Arum |
Analysis of Machine Learning for Detect Concrete Crack Depths Using Infrared Thermography Technique |
758-765 |
| Jelínek, David |
The role of key structural components such as bearings, expansion joints, dampers and STUs in addressing the challenges faced by railway bridges |
1699-1706 |
| Jiang, Jianping |
Dynamic Analysis and Innovative Design of a Kilometer-Long Highway Bridge under Extreme Landslide Generated Wave Loading |
1590-1597 |
| Joshi, Sachidanand |
Enhancement in Indian Bridge Management System using analytics within BIM data model |
903-910 |
| Joye, Stephane |
Monitoring to secure the Ile-de-Ré Viaduct, France |
318-321 |
| Joye, Stephane |
Structural Health Monitoring of the Çanakkale Bridge in Turkey, the largest monitoring system for the longer bridge in the world. |
314-317 |
| Kalíšek, Pavel |
Reconstruction of the Vilemov Viaduct on the railway line Rumburk - Sebnitz |
1265-1269 |
| Keclík, Jiří |
Pedestrian bridge over the River Elbe in Hradec Králové |
1047-1052 |
| Kiyono, Kumiko |
Fabrication of a device testing bonded joint strength under combined stress |
1882-1889 |
| Kohl, Antonia M. |
Vehicle-bridge interaction: Influence of the train type on the dynamic response of bridges due to a train crossing |
1444-1451 |
| Kolínský, Vojtěch |
Analysis of the Florida International University Pedestrian Bridge Collapse |
1033-1038 |
| Kolísko, Jiří |
New UHPFRC Bridges in Czech Republic |
309-313 |
| Kollegger, Johann |
Building bridges from thin-walled precast elements |
1008-1012 |
| Komar, Gernot |
Mega Project - Upgrading the 4th Ring Transportation Corridor in Zhengzhou, Henan, China |
928-933 |
| Komarizadehasl, Seyedmilad |
Development of an accurate low-cost device for structural vibration acquisition |
218-223 |
| Komarizadehasl, Seyedmilad |
Resolution improvement of Low-Cost MEMS accelerometer by aligning Simulations sensors |
1830-1835 |
| Komori, Seita |
A Hysteretic Model of Compressive and Tensile Behavior for Laminated Rubber Bearings |
1567-1573 |
| Kovach, Forest |
A state-of-the-art, flexible, easy-to-replace plug-type expansion joint for the Delaware Memorial Bridge |
250-257 |
| Kozak, Nikolai |
Improving of fatigue assessment method of stud shear connectors using experimental data from studs' test of existing road bridge |
224-234 |
| Kvist, Rebecka |
Investigating out-of-plane strength & stiffness of a nailed glulam connection |
610-617 |
| Libre Jr., Roneh Glenn |
Mechanical Performance of Treated Bambusa Blumeana (Bamboo) Fibers |
1220-1225 |
| Lilja, Heikki |
Verification of fatigue load model for stay cables |
820-828 |
| Limongelli, Maria Pina |
Standardization of structural performance monitoring: existing documents and open questions |
1285-1291 |
| Liu, Dongyun |
Correlation between early- and later-age performance indices of early frost-damaged concrete |
934-941 |
| Liu, Yanhui |
Experimental and numerical study on unequal lateral impact behavior of Circular RC and CFRPRC components |
1890-1897 |
| Maarleveld, Arvid |
Experimental investigations of welding induced temperature gradients and distortions in a segment of an OSD |
800-809 |
| MacAulay, Barbara |
The New Storstrøm Bridge – From Tender Requirements to Reality. |
80-87 |
| Mafipour, M. Saeed |
Creating digital twins of existing bridges through AI-based methods |
727-734 |
| Maier, Nadine |
Safety level of longitudinally stiffened plates under biaxial loading considering different launching bearings and eccentricities |
377-386 |
| Mak, Michele Win Tai |
Shear design in concrete beams without transverse reinforcement - A comparative study |
1374-1381 |
| Matano, Atsushi |
Repair effect of externally bonded CFRP on propagation life of fatigue cracks initiated at in-plane welded gusset joints |
1188-1195 |
| Mccormick, Fergus |
Education City Stadium, Doha, Qatar |
1071-1078 |
| Mccormick, Fergus |
TQL Stadium for FC Cincinnati |
976-983 |
| Melo, Marcelo |
Rehabilitation and Strengthening of Bridges over Boa Vista River |
1172-1179 |
| Mendes, Sebastian |
Active Moment Connection System for Mitigating Wind-Induced Building Vibrations |
203-209 |
| Mensinger, Martin |
Shear design of composite columns with sheet metal sections |
354-360 |
| Mettner, Knut |
Methods and technologies for evaluating and minimising noise from road bridge expansion joints |
149-156 |
| Mikkonen, Atte |
Loss of cable – design criteria for cable stayed bridges |
1763-1771 |
| Millanes, Francisco |
New Pumarejo Bridge over Magdalena River |
678-685 |
| Millanes Mato, Francisco |
"La Concordia" outstanding arch bridge in Valdebebas, Madrid |
1519-1526 |
| Monka, Johanna |
Railway bridges - Monuments in the network |
499-506 |
| Montes, Katrina |
Nonlinear Behavior Identification of HDR-S Bearing Using Neural Network for Seismic Structural Design |
1551-1558 |
| Monticelli, Carol |
Design-driven Uniaxial and Biaxial Tensile Testing of Knitted Fabrics Applied to Construction |
942-955 |
| Moriyama, Hitoshi |
Experimental Database on Resistance of Hybrid Joints with High- strength Bolts and Epoxy Adhesive |
165-172 |
| Nagy, Zsolt |
3D scanning applications in structural design |
1079-1086 |
| Nakagawa, Shunichi |
Structural Characteristics and Analysis Simulation of New Core Truss Structure |
258-265 |
| Navrátil, Jaroslav |
Strength assessment of prestressed concrete sections under the combined action of internal forces |
750-757 |
| Needham, Mike |
The New Storstrøm Bridge – Pier Design |
104-111 |
| Nguyen, Duy-Cuong |
Design for Manufacturing and Assembly-Oriented Parametric Modelling of Prefabricated Bridges |
1345-1351 |
| Nishishiba, Takamitsu |
Study on Fatigue Durability of Steel Box Girder Corner Plate Weld with Peening |
783-791 |
| Oura, Ryoga |
Load Sharing System Performance Considering Structural Members Contribution in Plate Girder Bridges with Corrosion Damages |
1747-1754 |
| Overton, Katie |
SporX - Design and construction of a ten-storey timber building in Drammen, Norway |
1226-1233 |
| Parol, Jafarali |
Finite element analysis of wind turbine tower with a tapered cross-section using various finite element models |
1390-1395 |
| Partala, Eetu |
Data driven BIM models in bridges |
716-719 |
| Pedram, Masoud |
Subsurface defect detection in concretes by active infrared thermography |
431-436 |
| Pelka, Conrad |
Through constructions on arched bridges |
1100-1107 |
| Pétursson, Hans |
Fatigue analysis of existing railway bridges: strengthening through geometry improvement |
515-523 |
| Pilien, Vincent P. |
Fly ash Based Banana Fiber-reinforced Geopolymer Mortar |
1212-1219 |
| Pipenbaher, Marjan |
Pelješac bridge - Design and construction |
670-677 |
| Potucek, Jindrich |
Cost and process optimization of precast segmental bridges in Israel |
1723-1729 |
| Presta, Francesco |
Design and construction of a flyover for the SAAR Interchange in Bahrain |
1738-1746 |
| Prochazkova, Dana |
Risk-Based Design of Bridges |
346-353 |
| Proksch-Weilguni, Clemens |
Resource efficient reinforcement concept for precast tunnel segments |
1352-1357 |
| R, Abhijith |
Practical Guidance for Design of Steel Truss Footbridges |
1780-1788 |
| Raimondi, Marco |
The New Storstrøm Bridge - Construction Tolerances and Precast Structures Installation Challenges |
96-103 |
| Rajapakse, Chathura |
Kinematics-based model for complete behavior of RC dapped-end connections failing along a re-entrant corner crack |
1635-1642 |
| Ralbovsky, Marian |
How truck-platooning changes the extreme values of load-effects in single-span bridges. |
992-999 |
| Rempling, Rasmus |
Process for verification of performance requirements for transport infrastructure |
694-701 |
| Retzepis, Ioannis |
Evaluation Methods for the Existing Infrastructure in Germany |
876-883 |
| Rincon, Luis F. |
Stochastic degradation model analysis for prestressed concrete bridges |
1092-1099 |
| Rivera-Figueroa, Alan |
Evaluation of Spectrum Compatible Bidirectional Seismic Input |
654-661 |
| Roik, Matthias |
Refurbishing, Strengthening and Retrofitting Façades to Increase Seismic Resistance |
829-836 |
| Rosso, Marco Martino |
Indirect estimate of concrete compression strength framework with FE model updating and operational modal analysis |
1611-1618 |
| Roy, B. C. |
Role of Heritage Building Information Management in Indian Urban Infrastructure |
1730-1737 |
| S, Gopalakrishnan |
Seismic Detailing of Single Span Bridges to AASHTO Standards for the State of Nevada, USA. |
1919-1925 |
| Saback, Vanessa |
Crack monitoring by fibre optics and image correlation: a pilot study |
437-444 |
| Sakura, Ryo |
Experimental study on the cooperative slip/bearing limit state of high-strength bolted frictional girder connection |
189-195 |
| Sánchez Jiménez, José Luis |
Wiwili Bridge: A balanced cantilever bridge in a high seismic risk area |
1503-1510 |
| Sánchez-Rodríguez, Ana |
Latest trends for condition assessment using non-destructive techniques |
1292-1299 |
| Sánchez-Solís, Manuel |
Quisi Bridge: a new route for the railway line in Alicante, Spain. |
1278-1284 |
| Sandnes, Pål Grøthe |
Effect of skew wind on curved long-span floating bridges |
1452-1459 |
| Santos, Carlos |
BMS and BIM: the Portuguese scenario |
920-927 |
| Sarmiento, Silvia J. |
A Parametric Study of an old Concrete Trough Bridge using non-linear Finite Element analysis |
1652-1659 |
| Sasaki, Daisuke |
Influence of Anchor Length and Drilled Hole on Mechanical Behaviour of Masonry Column Structures Strengthened with Bonded Anchor |
1204-1211 |
| Sato, Atsushi |
Experimental Study of the Shallow I-Shaped Steel Beam-Column under Combined Loading |
243-249 |
| Schaarschmidt, David |
Fatigue-resistant design of modular bridges made of precast concrete elements |
1382-1389 |
| Schweer, Niklas |
ViA15 (A12/A15 | Arnhem | Netherlands): Design and structural behaviour analysis of a balanced cantilever bridge with a below suspended bicycle and pedestrian bridge |
1000-1007 |
| Setareh, Mehdi |
Prediction of Floor Vibration Response due to Walking Excitation |
1604-1610 |
| Setareh, Mehdi |
Vibration Response due to Group Movements on a Footbridge |
1598-1603 |
| Shi, Zhanchong |
Behavior of Orthotropic Steel-UHPC Composite Bridge Deck under Cyclic Loading |
810-819 |
| Shim, Changsu |
BIM authoring and Data Models for Bridge Maintenance Systems in Korea |
1867-1872 |
| Singh, Harpreet |
Chandigarh-Kharar Elevated Road – A Case Study |
1836-1843 |
| Skyvulstad, Henrik |
On the use of Volterra series for modelling of nonlinear self-excited forces |
1643-1651 |
| Stančík, Vojtěch |
An Engineering Approach to Analyze Displacement Rate in Embedded Rail System Coupled with Bridge |
1691-1698 |
| Stempniewski, Lena |
Fatigue behaviour of cracked concrete decks under cyclic shear loading |
507-514 |
| Stollwitzer, Andreas |
Approach for the mathematical calculation of the damping factor of railway bridges with ballasted track |
1460-1467 |
| Stroetmann, Richard |
Development of an orthotropic composite slab system for road bridges |
1619-1626 |
| Sturel, Eric |
1 Triton Square – Structural reuse for low-carbon architecture |
1063-1070 |
| Sugimoto, Yuma |
Development of Ductile Cast Iron Components to Shorten On-site Assembly of Existing Steel Earth-Retaining Beams |
196-202 |
| Surana, Vipul |
Stainless Steel Bars as Reinforcement |
970-975 |
| Svendsen, Martin N. |
The New Storstrøm Bridge - Nonlinear Dynamic Ship Impacts |
1435-1443 |
| Takahashi, Yuya |
Full-scale Fatigue Simulations for Reinforced Concrete Bridge Slabs with Multi-scale FEM System with Solid-Liquid Two Phase Model |
1668-1675 |
| Takeya, Kouichi |
Numerical and Experimental Studies on Thermoelectric Energy Harvesters using Temperature Difference in Concrete Bridges |
458-466 |
| Tan, Yuqing |
A Thermo-mechanical Coupled Model of Hysteresis Behavior of HDR Bearings |
1574-1581 |
| Tapley, Mike |
Addressing Design and Construction Challenges for a Complex Elevated Interchange over the Sea |
1535-1542 |
| Taraben, Jakob |
Bridge Condition Assessment Based on Image Data and Digital Twins |
735-742 |
| Tarín, Pablo |
Neby bru: one footway, three ways of sustainability |
1025-1032 |
| Tarín, Pablo |
Structural analysis of a historical masonry arch railway bridge in Gata de Gorgos, using a generic finite element analysis software |
476-483 |
| Tej, Petr |
New Prague footbridge connecting the districts of Holešovice and Karlín |
1021-1024 |
| Thapa, Aashish |
Large-Scale Flexural Testing of Concrete Beams Reinforced with Conventional Steel and Titanium Alloy Bars |
272-276 |
| Tibolt, Mike |
Modular Composite Bridges with Integral Sheet Piling Abutments for a Time Efficient Construction |
157-164 |
| Tondo, Gledson Rodrigo |
Physics-informed Gaussian process model for Euler-Bernoulli beam elements |
445-452 |
| Torp, Mathias |
System Identification and Finite Element Model Updating of a Multi- Span Railway Bridge with Uncertain Boundary Conditions |
491-498 |
| Trinh, Ngoc Thanh |
Short span UHPFRC railway bridge in Switzerland - from design to implementation |
277-284 |
| Tzaveas, Theodoros |
Assessment and Retrofitting for Upgrading Existing Infrastructures in Urban Area |
889-896 |
| Uhlemann, Jörg |
European Harmonized Design for Membrane Structures |
956-962 |
| Ulfberg, Adrian |
Influence of large-scale asperities on the stability of concrete dams |
1358-1365 |
| ÜNALAN GURBANLI, Elif |
Challenges of a Bridge Design in Tight Urban Areas |
1087-1091 |
| Ungermann, Dieter |
Weathering Steel Bridges – the New European ECCS Design Guide |
128-135 |
| Valenzuela, Matías A. |
Design methodology for Roads Bridges located on Chilean copper miner roads |
1789-1795 |
| Valenzuela Saavedra, Matías |
State of the art of typologies of piers and abutments of existing Chilean road bridges, considering the risk of scour |
1804-1811 |
| Van Bogaert, Philippe |
The effect of undue transverse welding on the fatigue resistance of hanger connections for steel tied arch bridges |
541-546 |
| Van Bogaert, Philippe |
Relating stress concentrations in triangular steel bridge piers to simple beam models |
1660-1667 |
| Veie, Johannes |
New possibilities with the use of automated laser- laser-hybrid welding methods for steel bridges |
618-623 |
| Veit-Egerer, Robert |
Periodic assessment of an old concrete road bridge based on operational dynamic bridge behaviour with regard to structural integrity and the remaining load bearing capacity |
322-329 |
| Verbraken, Hans |
Design and behavior analysis of a long free expansion length, multi-span, V-shaped pier supported bridge |
1755-1762 |
| Vergoossen, Rob |
Re-using existing prefabricated prestressed concrete girders in new bridges |
554-561 |
| Vestman, Victor |
Horizontal bracing in steel I-girder bridges with composite concrete decks |
1684-1690 |
| Vestman, Victor |
Torsion of a Norwegian bridge with partial box-action - a case study |
1108-1114 |
| Vůjtěch, Jakub |
Strengthening of road composite bridge using Fe-SMA |
837-844 |
| Waghmare, Ambadas |
Nonlinear Analysis of Reinforced Concrete Structural Elements |
1419-1426 |
| Waghmare, Ambadas |
Numerical Investigation of Slab-Column Connections with Various Reinforcement Ratios |
1410-1418 |
| Wald, Frantisek |
Multilevel FEA and BIM for the design of structural steel |
46-53 |
| Wang, Xiaomeng |
Durability Of Rock And Soil Anchor Kits Using Prestressing Steel Strands |
1156-1171 |
| Wenzel, Baris |
The New Little Belt Bridge – the role of the physical model and it’s digital twin |
702-709 |
| Werner, Jonathan |
Evaluation of Non-Prismatic Open Cross-Section Bridge Arch for the Toronto Port Lands Bridges |
1511-1518 |
| Wharton, James |
The New Storstrøm Bridge - Pylon and Stay Cable Design |
120-127 |
| Wu, Chen |
Dynamic responses and failure pattern of suspended cable tray system through shaking table test |
662-669 |
| Xiao, Liang |
Experimental Design of Link Slab in Steel-Concrete Composite Bridge |
1926-1934 |
| Xiao, Liang |
Property Analysis of Link Slab in Steel-Concrete Composite Bridge |
1242-1250 |
| Yan, Yujie |
A Framework for Automated Bridge Inspections and Assessments with Visual Sensing Technology |
330-337 |
| Yang, Tao |
Shear performance of replaced bolt shear connectors in prefabricated composite beam |
569-577 |
| Yaqub, Muhammad Arslan |
Potential of memory steel reinforcement for shear strengthening of concrete bridge girders with I-sections |
1180-1187 |
| Ye, Hongning |
Modelling rebar-concrete interaction with an equivalent transition layer |
774-782 |
| Yoneda, Taiju |
Development of a 3D Finite-Element Modelling Generation System Based on Data Processing Platform and Fatigue Analysis of Full-Scale Reinforced-Concrete Bridge |
415-422 |
| Zaborac, Jarrod |
Toward Crack-based Assessment of Shear-distressed Reinforced Concrete Infrastructure |
1337-1344 |
| Zanon, Riccardo |
Gusset plate between bridge hanger and arch formed by a H rolled section – Design considerations based on numerical analysis |
181-188 |
| Zanon, Riccardo |
Integral VFT-RS composite bridges - Efficient standard highway overpasses |
1013-1020 |
| Zanon, Riccardo |
Use of fibre reinforced concrete for filler beam sections – potential for structural optimization |
301-308 |
| Zdražilová, Michaela |
Tests of Glass Banister Panels with Embedded Laminated Connections |
1482-1486 |
| Zhang, Zhi |
Application of Abaqus secondary development in finite element analysis of rebar behavior in reinforced concrete member |
1396-1403 |
| Zhao, Xin |
Standardized Seismic Design of Modular High-rise Steel Structure Equipped with Viscous Dampers |
395-406 |
| Zhi, Zhang |
Evaluation of Prestressed Reinforced Concrete Slab Punching Shear Using Finite Element Method |
1404-1409 |
| Žitný, Jan |
Assessment of Steel Railway Bridges for Wind and Traffic Load Effects |
897-902 |
| Žitný, Jan |
Construction Engineering and Repair of the Severely Cracked West Seattle bridge |
547-553 |
