| Addonizio, Gianmarco |
Reliability-Based Assessment of Damaged Prestressed Concrete I-Girder Bridges |
217-225 |
| Aguero, Marlon |
Automated Rapid Post-Earthquake Safety Evaluation of Bridges |
67-73 |
| Aimin, Yuan |
Research on Construction Technology of "Delayed Tensioning of Stay Cables" |
1447-1454 |
| Aljomaa, Mohammad |
Influence of Various Cutting Methods on the Fatigue Strength of Slip-Resistant Connections in Steel Structures |
1750-1758 |
| AOKI, Yukari |
Hybrid I-Girder for Steel Bridges Stiffened with Timber Materials |
759-764 |
| AOKI, Yukari |
Risk Assessment of an Existing Cable-Stayed Bridge in Akita Compared to Girder Bridge |
74-81 |
| Assendelft, N. |
Assessment of Corbel Damages in Concrete Parking Structures |
2645-2653 |
| Astiz Suarez, Miguel Angel |
Structural Health Monitoring of a 250m span extrados bridge, Rose Fitzgerald Bridge over the river Barrow |
1481-1489 |
| Aviram, Ady |
Design and Manufacturing Recommendations for Multi-Pendulum Bearings |
1804-1812 |
| Baldessar Warmling, Gean Marcos |
Case Study on the Design of Retrofit Strategies for Corroded Marine Bridge Pile Caps |
1041-1048 |
| Baldomir, Aitor |
Innovative suspension footbridge design in Spain: national record in span and height with tower-free geometry |
1439-1446 |
| Barni, Niccolò |
Long-term extreme response of a long-span bridge accounting for parametric effects of wind turbulence: part I – methodology |
1425-1431 |
| Barni, Niccolò |
Long-term extreme response of a long-span bridge accounting for parametric effects of wind turbulence: part II – analyses and results |
1432-1438 |
| Bartlett, F. Michael |
Reliability-based Assessment of Existing Concrete Structures in ACI CODE-562-25 |
193-200 |
| Bartolini, Giada |
Sensitivity Analyses on a Monumental Building considering Soil-Structure Interaction |
2087-2095 |
| Bastin, Thibaud |
The new footbridge in Arquennes – One of the lightest deck per m² |
822-829 |
| Becks, Henrik |
Two-dimensional strain measurement and crack detection of reinforced concrete using fiber optic sensors |
480-489 |
| Biliszczuk, Jan |
Reconstruction plan for transport infrastructure in the flood-affected area (2024) in the Kłodzko Valley |
1944-1951 |
| Bogaert, Philippe Van |
Deminishing classic steel arch bridges' horizontal bracings |
1145-1151 |
| Bogaert, Philippe Van |
Longitudinal cracking of the lower flange of precambered composite steel and concrete bridge girders |
2306-2313 |
| Boros, Vazul |
Potentials of utilizing vehicle weight data for the calibration of national traffic load models for bridges |
2193-2200 |
| Boros, Vazul |
Structural health monitoring of new bridges by distributed fiber optic sensors embedded in concrete |
2803-2810 |
| Bozhinov, Mihail |
The Effects Of Tamping On Railway Track Geometry Recovery |
589-595 |
| Braendstrup, Cécilia |
Determination of Actual Yield and Tensile Strength of Existing Steel Structures by Testing on Small Specimens |
632-641 |
| Breider, Janwillem |
Galecopper Bridge cable replacement – managing structural safety |
2612-2620 |
| Buchenau, Kira |
Blast Protection for Critical Infrastructure: Experimental and Numerical Studies |
323-331 |
| Caffarri, Caterina |
Probabilistic Analysis of Thermal Stresses in Architectural Marble Elements for Effective Strengthening |
1135-1143 |
| Cai, Yancheng |
Stainless steel circular tubular stub columns infilled with seawater sea-sand concrete: Experiments and design |
2458-2466 |
| Calle, Juan Miguel |
Analysis of the seismic response of a sandy soil by means of seismic table tests using a shear box |
1874-1882 |
| Campbell, Kristopher |
A new prototype of Fibre Optic Sensor (FOSS) to monitor bridge scour |
1912-1917 |
| Candeias, Miguel |
BowstringPRO – A new design tool for Tied-Arch Bridges |
1255-1262 |
| Caner, Alp |
Seismic Design Review of Drilled Shafts with Isolation Casings |
1857-1864 |
| Cantrell, Jared |
Pull-Out Testing of Titanium Alloy Bars in Near-Surface Mounted Retrofitting of Concrete Structures |
1034-1040 |
| Cao, Daqian |
Evaluation on Fatigue Performance of Offshore Steel Structures Considering Corrosion and Residual Stresses |
1701-1709 |
| Capellán, Guillermo |
Bolintxu viaducts: slender arch bridges crossing over an environmentally sensitive valley |
1692-1699 |
| Carlson, Youri |
Structural design and analysis of Triangle |
2405-2413 |
| Cartiaux, François-Baptiste |
Continuous Bridge Monitoring at the scale of a whole country: the example of Greece |
1472-1480 |
| Casassa, Edoardo |
A Multidisciplinary Framework for Prioritising Bridge Inspections using Random Forest and Network Analysis |
440-446 |
| Celati, Simone |
Statistical Data Analysis of Inspection Outcomes of Post-Tensioned Concrete Bridges in Italy |
108-115 |
| Celati, Simone |
Traffic models for Italian provincial roads |
366-374 |
| Cerón, Diego |
Seismic Performance of a Hybrid Semiactive and Passive Control System for a Low-Rise Structure Using Real-Time Hybrid Simulation |
1531-1539 |
| Cerquaglia, Marco Lucio |
Fatigue assessment and retrofitting of Vilvoorde viaduct in Belgium |
1017-1025 |
| Cervantes, Estefanía |
Condition assessment of reinforced and prestressed concrete bridges using visual inspection and 3D modeling |
553-562 |
| Cervantes, Estefanía |
Framework for the seismic vulnerability assessment of reinforced concrete structures considering climate change effects |
1884-1893 |
| Chakraborty, Sreya |
Structural Steel and Advanced Manufacturing: a Collision Course in Need of a Vocabulary |
2527-2534 |
| Chen, Mingzhu |
Numerical analysis of direct-shear behavior of HPC dry joints with different plastic damage parameters in precast concrete segmental bridges |
839-847 |
| CHEN, Peng |
Buckling behavior of stiffened plate with flexural and torsional deformation for steel bridge towers |
1299-1306 |
| Cheng, Hao |
Monitoring the Concrete Slab Bridge on Balladelaan in the Netherlands using Embedded Ultrasonic Sensors |
1549-1557 |
| Chiaia, Bernardino |
First application of the Italian Guidelines on risk assessment to some existing bridges: critical analysis and future perspectives |
208-216 |
| Chiles Portilla, Carlos Alberto |
Development and Implementation of a Computational Tool for Fidelity Assessment of a Real-Time Hybrid Simulation (RTHS) |
287-293 |
| Chowdhury, Sharmistha |
Operational stress estimation from limited output -only vibration measurement by using Kalman Filter |
1456-1463 |
| Chung, Barry |
The Gordie Howe International Bridge – Superstructure construction engineering: design and control |
2078-2086 |
| Civera, Marco |
Bridge structural assessment and health monitoring: the case study of the iconic Corso Regina Margherita Bridge in Turin, Italy |
1499-1507 |
| Claassen, Wouter |
First flax fiber reinforced bio-based unsaturated polyester resin bridge for vehicles, Ulm Germany |
951-959 |
| Consolazio, Gary R. |
Advances in bridge design for barge impacts |
2354-2362 |
| Cornejo, Miguel Ortega |
The Sabiñánigo viaduct on the A-23 highway. Conception, design and construction |
1342-1350 |
| Cornelissen, Lieuwe |
Viaduct of Merksem: Assessment of an existing steel-concrete bridge subjected to settlements |
2576-2584 |
| Couque , Pierre |
3D printed concrete - applications for the industry: latest feedback from France |
2500-2509 |
| Couret, Apolline |
The Lucie-Bréard Footbridge in Saint-Denis, France: Opportunities and Challenges of Bridge Reuse |
651-659 |
| Dam, Johan van |
Parametric assessment of substructure subjected to settlements |
2552-2558 |
| Damstra, Ronald |
Developing Eurocode Annexes for Assessment of Historical Bridges |
2256-2264 |
| de Boer, Martijn |
Viaduct Merksem - Elimination of transverse prestressing |
2559-2566 |
| de Goyet, Vincent de Ville |
Effects of the Location of a Bridge on its Wind Loading |
1351-1358 |
| De Pauw, Bart |
Assessing the structural impact of existing cracks in a historical Vierendeel bridge using advanced modelling techniques |
1272-1277 |
| Decloedt, Dries |
Design of floating pedestrian bridge at Terhills, Belgium |
1278-1286 |
| Dekker, Deborah |
Environmental Implications of Reusing Steel Bridges: A Case Study on the Keizersveerbrug |
751-758 |
| Del Forno, Jean-Yves |
Structures with Meaning: Designing for Society |
27-32 |
| Demirtaş, Yunus |
Lattice Modelling of a Substandard RC Frame Considering Localization Issues |
1247-1254 |
| Den Hende, Karel Van |
Time-dependent prediction of the bending moment capacity of a corroding prestressed concrete bridge girder subjected to chloride ingress |
2811-2817 |
| Deng, Chao |
EDMD-based multi-sensor data fusion for longitudinal girder displacement of suspension bridges |
417-424 |
| Deul, Marije |
A variable amplitude database compilation of steel welded joints to compare various rulesets |
1766-1775 |
| Diana, Giorgio |
IABSE TG3.1 final analysis: Comparison between full-scale measurements and numerical simulations of a long-span bridge during a non-synoptic event |
2111-2119 |
| Dong, Yidian |
Research on optimization method of reasonable arch axis of arch bridge based on Fourier series expansion |
1215-1222 |
| Driesen, Cedric |
Towards an OpenBIM-based Digital Twin for Infrastructure Maintenance: a Concrete Bridge Use Case |
2791-2802 |
| Duro Rodríguez, José Manuel |
Stockholm Metro expansion: a Sustainable Urban Development in Structural Engineering |
683-691 |
| Ehrhardt, Lukas |
Insights into the shear resistance of carbon and stainless steel bolts in oversized holes |
341-348 |
| El-Gholabzouri, Mohamed-Amine |
Modeling dynamical behaviors of bridge piers under scour: Comparative analyses of Winkler and simple discrete spring models |
1952-1961 |
| Els, Heinrich |
Characterizing unrestrained drying shrinkage of 3-dimensional printed concrete |
2492-2499 |
| Faleschini, Flora |
Statistical analysis of the load-bearing capacity of reinforced concrete half-joints tested in laboratory conditions |
960-965 |
| Fanigliulo, Francesco |
Structural Rehabilitation of an Historic Masonry Building in Rome (IT) |
235-242 |
| Fanigliulo, Francesco |
Structural rehabilitation of bridges using BIM techniques. A case Study |
864-872 |
| Feng, Jiahui |
Numerical simulation on eccentric compression behavior of UHPFRC columns |
2005-2012 |
| Fernández, Javier Muñoz-Rojas |
A Study in Spatial Curved Arch Design: The East Bridge over the Jiang Xi River |
1684-1691 |
| Fidma, Mohamed Abdelillah |
Damage detection of civil structures through machine learning approaches |
1490-1498 |
| Forsberg, Torben |
Material choices and cost optimisation for 3,000m+ span bridges |
719-727 |
| Fukutsuji, Sae |
Study on repair methods for fatigue crack on intersection weld of U-shape closed rib and transverse rib in orthotropic steel deck |
1071-1080 |
| Furunes, Eirik Wie |
The Halsafjord crossing, an asymmetric two-span suspension bridge with deep-water gravity-based foundation. |
1411-1417 |
| Garnica, Gabriela Zarate |
Stop criteria for proof load testing using a traffic light system |
1464-1471 |
| Georgiev, Lazar |
Condition assessment of a steel riveted road and railway bridge in Bulgaria |
2299-2305 |
| Gerard, Nick |
A robust design of tuned mass dampers on the existing Lembeek viaduct as a part of the high-speed line L96N |
2105-2110 |
| Ghosn, Michel |
Reliability-Based Design Criteria for Structures and Civil Infrastructure Subjected to Extreme Events in a Changing Climate |
1936-1943 |
| Godart, Bruno |
How to Avoid Damages and Collapse of Load-limited Bridges under Overloaded Trucks |
2654-2659 |
| Gondar, Peter |
Structural Behaviour and FE Analysis of Zemplen 723, a Long Span Pedestrian Catenary Bridge |
2037-2045 |
| Gondar, Peter |
Zemplen 723 – the New World Record Pedestrian Catenary Bridge in Sátoraljaújhely, Hungary |
1359-1367 |
| Gonzalez, Daniella |
Projects, costs and pathologies of galvanized steel road bridges in Chile |
2029-2035 |
| Gowrikanthan, Nishangani |
Temporal Evolution of Surface Roughness in Concrete: A Comparative Study of Base Mix and Admixture-Enhanced Mix |
1618-1625 |
| Gragnaniello, Chiara |
Standardized digital management of existing bridge using OpenBIM for enhanced condition assessment |
2818-2825 |
| Gray, Michael |
Design and Optimization of Cast Steel Brackets to Connect Supplemental Viscous Damping and Special Moment Resisting Frames |
1230-1237 |
| Grieco, Ludovico Alberico |
Calibration of partial safety factors for structural assessment of existing Italian bridges based on experimental data |
357-365 |
| Grieving, Roy |
Galecopper Bridge cable replacement: Enabling steelwork – challenges of installing steelwork within an existing structure |
2621-2628 |
| Gueguen, Yann |
From Equestrian Center to Recypark - Circularity Through Reused Glulam Structure |
676-682 |
| Güepud, Dana M. |
Structural Stability Analysis of Lunar Lava Tubes for Habitat Location on the Moon |
1238-1246 |
| Guerrero, Hector |
Assessment and execution of the replacement of seismic isolators in the Tlapa Hospital, Mexico |
1840-1847 |
| Guerrero, Hector |
Buckling-Restrained Braces as a sustainable and resilient retrofit strategy |
243-249 |
| Haarman, Mirthe |
Preload measurements of bolted connections in Ramspol storm surge barrier |
2046-2053 |
| Harrass, Othman |
Load testing of an arch bridge in order to optimize the FE model |
425-431 |
| Hashimoto, Ryosuke |
Evaluation of load carrying capacity of gusset plates frictionally bonded with high strength bolts |
168-174 |
| Hawkins, Will |
A novel assessment of imposed floor loads in contemporary offices |
143-150 |
| He, Xiaopei |
The optimal design of double-row capsule grouting to protect tunnel adjacent to excavation |
1293-1298 |
| Hernandez, Santiago |
Design of a challenging two span stress ribbon bridge over the Coruña Bay (Spain) and study of pedestrian comfort |
1668-1675 |
| Hertle, Robert |
Forensic Engineering Case Studies: An Indispensable Source of Experience and Knowledge |
2660-2667 |
| Hirao, Kensho |
Evaluation of Coating Thickness on Faying Surface in High-Strength Bolted Friction Joints Using Ultrasonic Techniques and Machine Learning |
447-455 |
| Hoffmann, Simon |
CE compliant modular bridge joints |
1997-2004 |
| Hohberg, Jörg-Martin |
Learnings from the Collapse of the F.I.U. Pedestrian Bridge in Miami FL, 2018 |
2685-2693 |
| Hollamby, Richard |
Use of GPS monitoring to benchmark theoretical wind response calculations for Forth Road Bridge |
1540-1548 |
| Hordijk, Dick |
On research, education, codes and practice related to structural integrity |
39-46 |
| Hoyer, Natalie |
Application of the Potential Drop Method in Brittle Fracture Tests |
1732-1740 |
| Huang, Dongzhou |
Dynamic Behaviors and Loading of Steel Tied-arch Bridges due to Moving Vehicles |
1386-1394 |
| Huang, Huiping |
Nanoscale research on interfacial shear behavior between concretes cast at different times |
2021-2028 |
| Huang, Keqi |
Stability analysis of support for double-layer cast-in-situ girder in bare rock area |
1223-1229 |
| Hwang, Youchan |
Time-Domain Aerodynamic Analysis for Floating Bridges |
2152-2157 |
| Ingmarsson, Albin |
Galecopper Bridge cable replacement: Detailed analysis of the demand on the structure |
2637-2643 |
| Ionescu, Florentina D. |
Forensic Non-Linear Modelling of Torrent-Barriers against Natural Hazards |
1962-1972 |
| ISA, Masaaki |
Rational design of a four-tower steel continuous cable-stayed bridge in Kobe |
151-158 |
| Jafari, Maryam |
Comparing the Life Cycle Assessments of a high-rise Building: Concrete vs. Concrete-Timber Hybrid Construction |
2423-2432 |
| Janiak, Till |
Conceptualisation of semi-precast elements for bridge construction using semi-embedded composite dowels |
1601-1608 |
| Jeong, Jinwoo |
Design and Construction of an Irregular Hyperboloid Observation Tower Supported by a Cable Net Structure |
1651-1658 |
| Jilissen, Danny |
Assessment of a statically indetermined existing box girder bridge subjected to settlements |
2536-2544 |
| Jin, Hexin |
Dynamic response of bridge in jacking under blast load |
250-259 |
| Jin, Hexin |
Numerical analysis of construction disturbance of dual-line shield tunnel parallel to an existing buried tunnel |
1287-1292 |
| Jing, Jiefu |
Fatigue degradation in concrete: A Review |
1794-1802 |
| Jochims, Jurgen |
Galecopper Bridge cable replacement: Cable replacement methods, testing, sequencing and new cable system insights |
2603-2611 |
| Jong, Amco de |
Assessing the Structural Integrity of Concrete Half-joints Using Sensor Data |
99-107 |
| Kadbhane, D. J. |
Evolution of Precast Pier Cap in Elevated Structure: Case Study Ranchi Corridor, India |
856-863 |
| Kakoma, Ernest |
Use of Digital Models in the Preservation of Concrete Bridges: A Case Study |
525-533 |
| Karamitopoulos, Pantelis |
Towards the practical application of the ‘proven-strength’ concept to historic quay walls in Amsterdam |
2282-2289 |
| Kim, Ho-Kyung |
Korean Bridge Design: 30 Years of Innovation for a Dynamic Society |
47-56 |
| Kim, Jeong-Gon |
Parametric Study on a Floating Vertiport Anchored with Taut Mooring Lines |
2145-2151 |
| Klonaris, Georgios |
Conceptual Design Decisions for Optimised Network Tied-Arch Bridges |
830-838 |
| Kobashi, Tomoki |
Design Equation for the Distortional Buckling Load of Cold-Formed Steel Members Using Orthotropic Plate Theory |
1377-1385 |
| Kolic, Davorin |
SANTUB – Renovation costs for road bridges and road tunnels through IoT + AI |
490-497 |
| Komar, Gernot |
Cable Replacement and Reprofiling of the Talmadge Memorial Bridge to Accommodate Taller Ships |
1395-1402 |
| Kovács, Eszter |
The Use of High-Strength, High-Performance Concrete Deck Slabs Without Paving and Waterproofing for Low-Traffic Road Bridges |
660-667 |
| Kozak, Nikolai |
Methodological framework for assessing the reliability indices of composite bridge superstructures considering the degradation of shear connectors: aspects of technical implementation |
2185-2192 |
| Krijgsman, Han |
Seismic assessment and strengthening of Dutch heritage churches with masonry vaults |
1126-1134 |
| Kunde, Carsten |
Application of gap filling material MM1018 in connections with injection bolts for maintenance of bridge structures |
1063-1070 |
| Kunitsu, Hiroaki |
Structural design of Vietnam Military History Museum |
2388-2395 |
| Kunz, Claus |
Ship Impact on Bridges – In Design, Construction and Operation |
2370-2378 |
| Lachinger, Stefan |
Route specific fatigue load models for railway bridges based on WIM-Data – Derivation and example application |
2201-2208 |
| LEI, Jun-Qing |
Parametric Analysis of Vertical and Lateral Stiffnesses of Long-span Road-rail Suspension Bridge |
928-936 |
| Lentz, Albrecht |
Ship collisions: Types of aberrancy, collision models and calibration challenges |
2336-2344 |
| Leroy, Amaury |
ZIN (Brussels) - an example of sustainable transformation applied to high-rise building |
623-631 |
| Li, Huaping |
Experimental Study of Cable Tension Force Identification Method Based on Effective Vibration Length |
1567-1574 |
| Li, Lingzhi |
Feasibility study of UHPC-NC composite structure in large cantilever system |
1583-1590 |
| Li, Po |
Flexural analysis of UHPC beams: nonlinear constitutive model and parametric study |
278-286 |
| Lim, Kueho |
Innovative and unique techniques used in tower construction of New Sotra Bridge |
1418-1424 |
| Liu, Chang |
Numerical and parametric investigation for shear performance of circular hollow RC column |
848-855 |
| Liu, Fengyao |
Study on Shear Behavior of MCL-shaped Composite Dowel Connectors of Steel-Concrete Composite Structure |
1591-1600 |
| Liu, Yuchen |
A Fast Computational Framework for Wind-Traffic-Bridge Dynamic Coupling Based on Neural Operators |
2136-2144 |
| Londoño López, Santiago |
Directional Variability of Ground Motion Components: Toward an Integrated approach for Seismic Hazard Assessment |
1865-1873 |
| Lu, Jiandong |
Experiments on skewed reinforced concrete slabs failing in shear |
789-796 |
| Luo, Lei |
Analysis of Train-Bridge Coupled Vibration of Cable-Stayed Suspension Hybrid Bridge under Combined Wind and Wave Action |
891-897 |
| Maes, Michiel |
Sustainable and economical bridge design through collaboration |
775-778 |
| Maheux, Sébastien |
For More Collaborative and Open-Source Structural Engineering |
1207-1214 |
| Makhoul, Nisrine |
Resilience of infrastructure in the climate change area |
1894-1902 |
| Maki, Aritake |
Low cycle fatigue performance of welded steel pier corner joint subjected to out-of-plane bending moment |
1822-1830 |
| Maljaars, Johan |
Derivation of partial factor for fatigue of rebars in concrete railway bridges |
1776-1784 |
| Maljaars, Johan |
Galecopper Bridge cable replacement: Resistance of corroded locked coil cables |
2594-2602 |
| Manai, Asma |
Leirfjord suspension bridge, investigations of an unconventional suspension bridge solution |
1317-1323 |
| Manjure, P.Y. |
Rehabilitation of Structures in India and Lessons Learnt |
409-416 |
| Margheriti, Carlo |
Effect of exceptional road transports on bridges in Italy: review and application |
2476-2483 |
| Mariniello, Giulio |
Continuous Monitoring of Bridge Deflection Under Traffic Load |
1558-1566 |
| Markovski, Goran |
On the influence of loading history on long-term behavior of concrete elements |
1982-1990 |
| Martinolli, Stefan |
Quantification of hidden safety reserves between different highway traffic load models based on probabilistic calibration analysis |
58-66 |
| Marysse, Joshua |
SBE’s Sustainable Bridge Tool: parametric analysis as a basis for sustainable trade-offs |
743-750 |
| Maslak, Mariusz |
Design Value of a Random Variable Defined as the Minimum of Two Other Statistically Independent Random Variables |
349-355 |
| Matteini, Irene |
Advancing Bridge Deck Assessment: The Practical Application of Ground-Penetrating Radar in Structural Monitoring and Maintenance |
543-552 |
| Mattiello, Emanuele |
Ferreirinha Bridge – Aerodynamic Optimization and Verification |
911-919 |
| Mattiello, Emanuele |
Passerelle Cents-Neudorf-Weimershof (CNW) – Wind-tunnel tests assisted design |
905-910 |
| McCormick, Fergus |
Development of the roof structure for the new Everton F.C. Stadium |
1308-1316 |
| Megyeri, Anna Boglárka |
Effects of Deicing Salt on Weathering Steel Bridge Details – Supported by FEM Calculations |
642-650 |
| Meijier, Felix de |
Using strain gauge measurements to predict load effects from traffic |
2167-2175 |
| Melville, Stephen |
Design, construction and analysis of a concrete shell using clay formwork, augmented reality and sprayed concrete |
1659-1667 |
| Messali, Francesco |
Advanced finite element modelling and material characterisation procedures in support to the structural assessment of urban masonry quay walls: the Amsterdam case study |
2265-2273 |
| Mokha, Anoop |
Key Lessons from Observed Earthquake Performance of Seismically Isolated Structures |
1813-1821 |
| Molon, Nicola |
Modelling Climate Change Effects on Bridges in Portugal: A Framework for Temperature and Strain Analysis |
1903-1911 |
| Monfort, David |
Standardization of steel suspended gates with lateral movement for 4 new locks in the Walloon Region (Belgium, Canal du Centre and Canal Charleroi-Bruxelles) |
1160-1167 |
| Montoya, Miguel Cid |
Aero-structural design of bridges emulating shape- and frequency-dependent flutter derivatives |
1184-1191 |
| Moor, Gianni |
The benefits to asset owners and engineers of a future-oriented asset-management approach to structural inspections |
464-471 |
| Moor, Gianni |
How the sustainability of the built environment can be enhanced by high-tech structural inspection methods |
710-718 |
| Moor, Gianni |
Inspection of bridge post-tensioning using modern non-destructive testing methods |
472-479 |
| Moore, Pat |
Transport of heavy loads over M50 Westlink Bridge |
2441-2449 |
| Muls, Mathieu |
HS2 Delta - Precast Segmental Viaducts erected with temporary stay cables |
2704-2712 |
| Muñoz-Rojas Fernández, Javier |
The Curved Cable-Stayed Footbridge of Santullano: A Novel Blend of Aesthetic and Structural Efficiency |
1676-1683 |
| Muret, Julien |
Improving user comfort in metro stations through a structural dome |
2396-2404 |
| Murphy, Charlotte |
Galecopper Bridge cable replacement – development of the cable replacement solution |
2629-2636 |
| Nelen, Jasper |
Erection by turning steel box girders of the crossing of motorway E42 and the ‘Canal du Centre’ |
945-950 |
| Nelisse, Mirjam |
Quantitative Risk Analysis of New Sea Sluice IJmuiden Estimation of Collision Probability |
2363-2369 |
| Németh, Gábor |
Investigation of precast concrete and composite bridge girders for sustainability |
766-774 |
| Németh, Gábor |
Sustainable and economical spacing of steel girders in I girder bridges determined by parametric studies |
797-804 |
| Nichols, John M. |
Combined GPS and MEMS Monitoring of Structural Collapse Mechanism Movements |
306-314 |
| Nikolov, Peter |
Considering the Soil-structure Interaction in the Seismic Analysis of Integral Abutment Bridges |
898-904 |
| NINOMIYA, Ryo |
Study on Energy Absorption Capacity of High-Strength Bolt Friction Joints with Slit Holes |
116-124 |
| Nishikawa, Takafumi |
Analysis of Load-Bearing Characteristics, Collapse Behaviors, and Critical Conditions from a Maintenance Perspective of Modular Temporary Bridges |
937-944 |
| Nobel, Willem |
Pioneering Spherical Concrete Sliding Hinges for the isostatic Double Decked Cut & Cover Tunnel of the Oosterweel Link |
1641-1650 |
| Nosiglia, Luis |
Soil-Wind-structure interaction for Super-Tall buildings Tour F - Abidjan – Ivory Coast |
2749-2757 |
| Nowak, Marcel |
Refined Vehicle Classification for BWIM Traffic Data and the Effects on Traffic Load Modelling |
2219-2227 |
| Nurhidayati, Zuni Asih |
Recycled Materials in Road and Bridge Construction: Current Applications, Challenges and Innovations |
692-701 |
| Okazaki, Nao |
Research on the Seismic Performance of Belfry Using Vibration Tests and Analysis with a Vibration Exciter |
2120-2127 |
| Okumura, Kenma |
Proposal and experimental study of the Hybrid Post-Tensioned Timber Beams System (HPTTB) |
736-742 |
| Oliveira Almeida, Pedro Afonso de |
Bridge connecting buildings A and C set of the headquarters of the TRF1 Brasília DF |
920-927 |
| Ortega, Miguel |
Huixtla viaduct in Línea K, Mexico |
125-133 |
| Ortega, Miguel |
Rehabilitation of the historical Boca del Cerro arch bridge |
990-998 |
| Pagella, Giorgio |
Experimental prediction of the remaining strength of timber foundations in Amsterdam with micro-drilling |
2238-2246 |
| Pal, Abhipsa |
3D Concrete Printing and Infill Patterns of Energy Efficient Structural Wall Elements |
2510-2517 |
| Palmeri, Alessandro |
Behavior of a post-installed shear strengthening solution for RC elements under fatigue actions and higher temperatures |
1107-1115 |
| Paluska, Denis |
Investigations into the tightening behaviour of weathered HV and HR bolting assemblies |
332-340 |
| Pastore, Tommaso |
Data-Driven Approaches for Optimizing Concrete Bridge Maintenance in Compliance with Italian Bridge Management Guidelines |
2783-2790 |
| Patel, Devansh |
Characterization of Constitutive Response of Natural Fibers Reinforced Concrete under Flexural Loading |
606-613 |
| Pecorari, Osvaldo |
Seismic resilient self-centering braces for orthogonal steel exoskeleton structures |
1090-1098 |
| Pecorari, Osvaldo |
SMA-based rocking dual-core braced-frame system for seismic retrofit of RC buildings |
1081-1089 |
| Peigneux, Christophe |
Generic footbridges in Eupen |
1576-1582 |
| Peigneux, Christophe |
Restoration, retrofitting and strengthening of 21 bridges in the Vesdre basin following the terrible floods of July 2021 (BE) |
975-981 |
| Pelke, Eberhard |
Replacement or upgrading - experiences from the perspective of a German road bridge engineer |
967-974 |
| Peñaherrera, Alejandra |
Effects of the Geotechnical Properties of Soil Type on the Structural Design of Isolated Footings |
2758-2767 |
| Peng, Ying |
Effects of Bearing Deterioration on the Fatigue Performance of Rib-to-Diaphragm Welded Joints in Steel Box Girder |
82-90 |
| Perrin, Pascal |
Strengthening of frame corners by post-installed concrete screws |
1026-1033 |
| Pfleger, Marc-Patrick |
3D Concrete Printing of Thin-Walled Load-Bearing Reinforced Structures |
2518-2526 |
| Pieters, Ronan |
Optimizing Bridge Design: Parametric Modelling for Enhancing Efficiency |
597-605 |
| Pires, Chris |
Suicide Prevention at Motorway Bridges in Ireland |
294-305 |
| Piven, Nikita |
Sustainable Structural Design for Frankfurt Airport Terminal 3 |
2069-2077 |
| Pompeu-Santos, Silvino |
Submerged Floating Tubes for Road Traffic - Will it Be Now? |
1626-1633 |
| Popovic, Predrag L. |
Avoiding Mistakes During Assessment, Design and Construction of Structural Repairs |
33-38 |
| Pradhan, Eric Man |
Structural Behavior of Interlocking Façade Sandwich Panels as Substructure |
1324-1332 |
| Prieto, Francisco |
Caballar Viaduct strengthening |
2209-2218 |
| Prieto, Francisco |
Urumea River Bridge at Epele |
883-890 |
| Rajchel, Mateusz |
Repurposing of FRP Composite Decomissioned Wind Turbin Blades in a Footbridge Design |
91-98 |
| Rajić, Andrea |
Parametric sensitivity analysis on bending resistance of built-up cold-formed steel-concrete composite system |
1609-1617 |
| Ramos, Alejandro |
High Speed 2 London Tunnels: Victoria Road Crossover Box and Shafts |
2695-2703 |
| Rauseo, Federica |
Forensic analysis of a RC building collapsed during the 1998 Sarno Landslides |
2676-2684 |
| Renckens, Berber |
A multi-level structural assessment for historical composite bridge decks |
2229-2237 |
| Renette, Hannes |
The impact of demountable connections on effective use of materials in timber structures |
1918-1926 |
| Rincon, Luis F. |
Review on experimental and numerical approaches to the combined effect of carbonation and chloride ingress in reinforced concrete |
1927-1935 |
| Risal, Kshitiz |
Seismic Performance of Conventional and Additively Manufactured U-Shaped Flexural Plates |
1991-1996 |
| Rodenburg, Jorrit |
Fatigue resistance of hot-riveted double covered joints with complex layout |
1741-1749 |
| Rodríguez, Patricia García |
Curzon Street Station Approach. Composite Viaducts: Lawley Middleway and Duddeston Junction Viaducts. Design for launching construction methodology |
2739-2747 |
| Romain, Bodson |
A new spring element for steel joints based on the components method |
1152-1159 |
| Romani, Noemi |
A blockchain-based platform for real estate management |
534-542 |
| Rossi, Olivier |
Tancarville Bridge Approach Viaduct Strengthening Project |
268-277 |
| Ruwet, Thomas |
Streamlining Workflows in construction with Parametric Design |
1168-1175 |
| Ryjáček, Pavel |
Monitoring, assessment and numerical analysis of the masonry bridge pier defects |
401-408 |
| Ryjáček, Pavel |
The non-contact assessment of the bridge expansion joint |
456-463 |
| Rønne, Maja |
Impact of geometrical details on flutter stability of twin-box bridge decks |
1368-1376 |
| Sacristán, Miguel |
HALO: a new circular footbridge and elevator connection in Vigo, Spain |
2433-2439 |
| Saeki, Masayuki |
Feasibility Study on Structural Health Monitoring for Cantilevered Highway Sign |
1523-1530 |
| Sakurai, Shunta |
Study on Reinforcement Method of Upper Flange of Steel Girders Using CFRP Moulded plates |
1009-1016 |
| Sami, Muhammad Farjad |
UAV-Assisted bridge displacement measurement |
506-514 |
| Sami, Muhammad Farjad |
Use of photogrammetry for displacement measurement in bridges |
498-505 |
| Sapidis, George M. |
A cost-effective approach for PZT-enable structural health monitoring of RC infrastructures |
1508-1515 |
| Sarmiento, Silvia |
Fatigue of Reinforced Concrete Railway Trough Bridges in Northern Sweden - Structural Safety and Reliability |
1785-1793 |
| Schardt, Annalena |
Investigating Blister Formation in PIR-Core Sandwich Panels |
1333-1341 |
| Schmidt, Jacob Wittrup |
In-situ and laboratory collapse testing in a proof loading perspective |
563-571 |
| Schmidt, Jacob Wittrup |
Validation of proof loading methods: With a basis in collapse testing and stop criteria crack evaluation |
572-580 |
| Schröder, Markus |
Constructional Details with Thermal Cut Edges in Steel Structures - Influence of the Surface Quality on the Fatigue Strength |
1719-1731 |
| Seitz, Fabian |
Fatigue resistance of riveted steel bridge |
1759-1765 |
| Serrano-Mesa, María |
New Insights into Splitting Crack Behaviour in Concrete Beams with Pre-tensioned CFRP Strands using Distributed Fibre Optic Sensors |
1199-1206 |
| Sháněl, Zdeněk |
Review of damage criteria and their validation for bridges: a uniform classification framework |
159-167 |
| Sharma, Shoray |
Seismic Performance of Steel Buildings in Indian Construction |
260-267 |
| Shi, Zhanchong |
Restrained shrinkage effect in reinforced UHPC elements |
2314-2319 |
| Slavchev, Nikolay |
HS2’s Curzon Street No. 2 Viaduct |
2720-2728 |
| Song, Xiaodong |
Fault identification of bridge expansion joints based on vibration and acoustic signals |
2320-2325 |
| Soudijn, Maarten |
A reduced traffic load model for the inner city of Amsterdam |
2247-2255 |
| Staen, Gilles Van |
Design of thin plated steel cross-sections: FEM vs. Reduced stress method |
1176-1183 |
| STANCULESCU, Andra-Cristina |
Composite viaducts for HS2 line between London and Birmingham |
2713-2719 |
| Stroscio, Riccardo |
Design for the reinstatement of Barmouth Viaduct Metallic Spans |
999-1008 |
| Stroscio, Riccardo |
Hybrid Steel Girders for Medium-Span Composite Highway Bridges |
805-813 |
| Strydom, Johnnie |
Iconic concrete open Spandrel arch bridges on the South African Wild Coast, highlights structural ingenuity dating back 70 years |
201-207 |
| Sudario-Suarez, Johan |
Comparative Analysis of Pedestrian Bridge Alternatives Using Steel, Ordinary Portland Concrete, and Geopolymer Concrete for Structural, Environmental, and Economic Performance |
873-882 |
| Suddle, Shahid |
A Design Framework for a Safe Society in The Netherlands |
184-192 |
| Suddle, Shahid |
The Essence of Integral Safety Engineering for Society |
175-183 |
| Sun, Yufan |
Crack formation and strengthening evaluation of concrete box girder bridges based on complete stress index system |
780-788 |
| Suzuki, Taka |
Design and Construction of An Open-deck PPC Langer Bridge Suitable for Regions of Heavy Snowfall |
814-821 |
| TAKAMORI, Atsuya |
Evaluation of Low-Carbon technologies for Steel Bridges and Carbon emissions in the use Stage |
2450-2457 |
| Tapia-Hernández, Edgar |
Non-Structural Components in Isolated Medical Facilities During Seismic Demands |
1516-1522 |
| Tarik, Nouhaila |
Structural Design of the Super-Tall building Tour F (>400 m) Abidjan – Ivory Coast |
2414-2422 |
| Terwel, Karel |
Fenix: Shaping a Tornado Structure in a Structured, Integral Approach |
2054-2062 |
| Thie, Edwin |
Circular performance of small road bridges |
702-709 |
| Thielemans, Jonas |
Adapting slender footbridges to the current requirements of bicycle traffic |
1099-1106 |
| Tibolt, Mike |
Innovation and Sustainability in Steel Composite Bridges – Recent Developments |
614-622 |
| Toda, Kensuke |
Study on the Cross-Sectional Shape of the Web Bypass Member for the Splice Plate Replacement of the Lower Flange Connection of Steel I-Girders |
1056-1062 |
| Topurova, Ivanka |
Reduction of the seismic response of bridges. Different behaviour factors in the longitudinal and transverse direction |
1848-1856 |
| Trifunovic, Marija |
Seismic Isolator Qualification Testing Ensuring Long-Term Reliability |
1831-1839 |
| Uyttebroeck, Nele |
Optimization-based design of tuned mass dampers for pedestrian bridges with multiple significant vibration modes |
2097-2104 |
| Vadaloukas, Dimitris |
High Speed 2 - Curzon 3 Viaduct |
2729-2738 |
| Van Beirendonck, Thomas |
First steps in predictive maintenance by linking real-time acceleration data onboard of a train to specific theoretical and real damage scenarios |
581-588 |
| Van Bogaert, Philippe |
Alternative use of an RC portal frame bridge built in 1941 |
982-989 |
| van Dam, Johan |
Preserving load bearing capacity of an existing foundation by retrofitting jet grout columns |
2567-2575 |
| Veerman, René |
Reuse of 50 years old existing prestressed girders |
668-675 |
| Verdenius, Stefan |
Measuring dynamic amplification factors in railway bridges: a field test at Zaltbommel |
315-322 |
| Vereecken, Eline |
Investigation on the effect of corrosion on testing data of reinforced concrete beams |
134-142 |
| Vergoossen, Rob |
Viaduct of Merksem – Original construction and needs for adaption |
2545-2551 |
| Verleg, Katinka |
Automated Workflow of Local Fatigue Analysis on Steel Orthotropic Bridge Deck |
1710-1718 |
| Vernooij, Roel |
The use of complex FE-models to assess bolted connections of existing structures |
1192-1198 |
| Vervuurt, Adri |
Traffic load model for the inner city of Amsterdam |
2159-2166 |
| Voortman, Rick |
From reactive to proactive quay wall risk management |
2274-2281 |
| Vrouwenvelder, Ton |
Codification of Ship Collision |
2379-2386 |
| Vukoja, Hrvoje |
Numerical analysis of stiffened curved panels under compressive load distributions |
1263-1271 |
| Wang, Benjin |
Thermo-mechanical Analysis on Bridge Suspender under Jet Fire Induced by Hydrogen Leakage |
2484-2490 |
| Wang, Qinyu |
A novel multi-layer jamming (MLJ)-reinforced Tensairity beam for rapid construction in extreme environments |
1634-1640 |
| Wang, Tong |
An Attention-Based LSTM Neural Network for Condition Prediction of Large-Span Cantilever Casting PC Continuous Box-Girder Bridges under Construction |
1403-1410 |
| Wang, Tongfang |
A cross-scale design approach for sustainable geopolymer concrete materials |
2013-2020 |
| Wang, Xiaomeng |
Advanced Methodology in Cable Inspection and Remediation: Ensuring Longevity and Integrity of External Post-Tensioning Systems |
392-400 |
| Weggeman, Jiska |
Galecopper Bridge cable replacement: Environmental and mobility management and Collaborative Coordination in Bridge Maintenance |
2586-2593 |
| Weijs, Harrie |
Modifications to FLM4 for one-way traffic based on WIM-measurements |
2176-2184 |
| Wencong, Li |
Evaluation of Flexural Strength of Concrete Filled Double-Layer Steel Tubular Column Considering Confinement Effect of Steel Tubes |
2291-2298 |
| Wenting, Ronald |
Monitoring carbon based structural design for building Paris Proof |
728-735 |
| Werner, Jonathan |
Serviceability Performance of Port Lands Bridges under Vehicle-Induced Vibrations |
2326-2334 |
| Wiltjer, Lennart |
Fenix Tornado: dynamic behaviour |
2063-2068 |
| Winters, Mikele |
AASHTO Vessel Collision Analysis & Pier Protection Alternatives |
2345-2353 |
| Wu, Yu |
Optimization of Renewal Strategy for Railway Track Based on Remaining Useful Life Prediction |
384-391 |
| Xueying, Yang |
Research on load resistance of gravity anchored foundation with non-slip steps |
2768-2775 |
| Yoshiyama, Jumpei |
Experimental study on the ultimate strength and the mechanism of stress transfer of column members reinforced by using cover plates |
1049-1055 |
| Yunlong, Xu |
Research on Salt Freeze Thaw of Concrete Based on Multi Field Coupling Model |
1974-1981 |
| Zancato, Elena |
Optimizing Fracture Toughness Estimates Using Bayesian Updating with Limited Test Data |
226-234 |
| Zeeuw, Alwin de |
Burning Bridges: Development of an integrated methodology to assess the thermal and structural (GMNIA) response of a bridge under fire loading using CFD and LS-DYNA |
2467-2475 |
| Zhang, Lidong |
Application of IoT Acoustic Emission Technology in Monitoring Wire Breaks in Bridge Cables |
515-524 |
| Zhou, Hualun |
Structural vibro-acoustic coupling analysis of U-shaped girder based on PINN |
2128-2135 |
| Zhou, Mukai |
Periodic FE-BE Model for the Vertical Dynamic Impedance of Pile Groups Embedded in Unsaturated Soils |
2776-2781 |
| Zhou, Quan |
Graphical statics method for evaluating bearing capacity of indeterminate truss bridges |
375-382 |
| Zoltowski, Krzysztof |
The University Bridge in Bydgoszcz: Technical Aspects of the Closure and the Decision to Reinforce the Bridge – Structural Calculations and Testing |
2668-2675 |
| Zoratto, Nadia |
Maintenance management of existing bridges: a brief comparison of some Western world strategies |
432-439 |
| Zwicky, Daia |
Mesh Anchorage in Textile Reinforced Mortar – Development of a Structural Design Model |
1116-1125 |
