Tuesday, July 12 |
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08:30 - 09:00 Opening Session |
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09:00 - 09:30 TY Lin Lecture |
TuMP Room: Auditorium Chair: Dan Frangopol |
Recent development of long-span arch bridges in China
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09:30 - 10:30 Keynote Lectures I |
TuMP Room: Auditorium Chair: Jens Sandager Jensen Co-Chair: Joan Casas |
Sustainable Bridge Maintenance through Life Time Extension and Optimization
The New World Record Breaking Bridge-1915Çanakkale
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10:30 - 11:00 Coffee break |
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11:00 - 12:30 TECHNICAL SESSIONS |
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MS3 Part I - Life-Cycle Performance Assessment of Existing Bridges in an Aggressive Environment
organized by Mitsuyoshi Akiyama, Dan Frangopol and Hiroshi Matsuzaki |
TuM1 Room: Auditorium Chair: Upul Attanayake |
Causal Evaluation of Fascia Beam Deterioration in a Fleet of PC I-Beam Bridges
Deep reinforcement learning-based life-cycle management of deteriorating transportation systems
Assessing bridge conditions using visual inspection following a risk-based methodology
Reconstruction of 3D model and performance analysis of high strength steel wire with rust pit
Automatic Tiny Crack Inspection on Bridge Surfaces using Attention-based Encoder-decoder Architecture
Development of Self-maintenance Model for small bridges performed by local residents
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MS14 Part I - The Submerged Floating Tunnel, a smart infrastructure for waterway crossing
organized by Yiqiang Xiang, H.K Lee, Beatrice Faggiano and Raffaele Landolfo and Luca Martinelli |
TuM2 Room: Sala Actes Chair: Beatrice Faggiano |
Construction simulation of submerged floating tunnel
Tuned mass damper application for submerged floating tunnel under wave and seismic excitations
Convolutional neural network-based damage detection of the tethers of submerged floating tunnels using structural response data under various incident waves
Assessment of total hydrodynamic pressure distribution on the Submerged Floating Tunnels
Simultaneous displacement and cable force estimation for submerged floating tunnel based on strain and acceleration measurements
A semi-analytical model for the design and optimization of SFTs under seismic loading
Recent advancements on binary or ternary binders for chloride resistance
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MS1 - Life-Cycle Redundancy, Robustness and Resilience of Bridges and Infrastructure Networks under Multiple Hazards
organized by Fabio Biondini and Dan Frangopol |
TuM3 Room: Room VS208 Chair: Fabio Biondini Co-Chair: Michel Ghosn |
Failure times of deteriorating RC bridges under uncertainty.
Structural redundancy and robustness analysis of highway bridge superstructures
Redundancy Evaluation of Twin Steel Box Girder Bridges
Eulerian-Lagrangian Simulation of Wave Impact on Coastal Bridges
Reliability assessment of railway bridges under high-speed traffic by considering the track quality and the system randomness
Robustness evaluation on galloping stability of bridge local structure
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MS2 - Risk, Vulnerability and Resilience Assessment of Highway Systems to Extreme Events
organized by Andre Beck, Gustavo H. Siqueira and Luiz Vieira |
TuM4 Room: Room VS217 Chair: Matias Valenzuela Co-Chair: Daniel Herrera |
Probabilistic connectivity assessment of bridge networks under seismic hazard considering the spatial correlation of ground motion-induced damage
Impact analysis of asphalt pavement against PC bar protrusion using Applied Element Method
Framework for Determining the Dominant Hazard of Bridges under Flood and Seismic Hazards
Probabilistic demand hazard assessment of RC bridges under seismic loading
State of art of GRDR methodology. Cases of study applied in Chile
Resonances of highway bridges induced by autonomous truck platooning
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SS4 - Vibration-Based Monitoring and Damage Identification For Bridges
organized by Maria Pina Limongelli and Necati Catbas |
TuM5 Room: Room VS218 Chair: Maria Pina Limongelli Co-Chair: Necati Catbas |
Investigation and Comparative Evaluation of a Prestressed Concrete Highway Bridge
An indirect approach for long term monitoring of bridge health
A Displacement Measurement Method Based on Special Image Signs
The role of curvatures in damage identification
Subspace identification of bridge frequencies using a traversing vehicle
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General Session 3 (Part I) - Evaluation and Assessment |
TuM6 Room: Room VS219 Chair: Riyadh Hindi Co-Chair: Matias Valenzuela |
A mechanistic approach to infer the load capacity of highway bridges with insufficient as-built data
Study on temperature distribution of steel bridge under solar radiation
Derivation of seismic vulnerability functions for conventional highway bridges in Colombia
Steel-concrete composite bridge optimization through threshold accepting
Non-Destructive Evaluation of Grout Unfilled PC Duct Including Water Staying Condition
Identification of moving truck load on T-girder bridge using wavelet threshold de-noising method
Frictional load transfer of high strength bolted connection in post-slip behavior focused on bolt preload
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SS9 - Steel Bridge Rehabilitation
organized by Masahiro Sakano |
TuM7 Room: Room VS216 Chair: Masahiro Sakano |
Research on the fatigue crack detection by strain measurement under unloading condition
Thermal effect on shear fatigue of headed stud connectors in steel-concrete composite girder bridges
The fatigue enhancement of a multispan steel box girder viaduct in the UK due to the cyclic distortional effects
Required length of CFRP and energy release rate for CFRP jointed steel tubes under pure bending conditions
Fatigue Durability of Vertical Stiffener to Deck Connection.
Numerical simulation of UHPFRC reinforcement for distortion-induced fatigue details in steel girder bridges
Analytical Evaluation of Fatigue resistance of Vertical Stiffener to Deck Connection details in Orthotropic Steel Decks
One-sided Repair of Steel Girder End Having Corroded Bearing Stiffeners with High-Strength Bolted Doubler Plate
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12:30 - 14:00 TECHNICAL SESSIONS |
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MS3 Part II - Life-Cycle Performance Assessment of Existing Bridges in an Aggressive Environment
organized by Mitsuyoshi Akiyama, Dan Frangopol and Hiroshi Matsuzaki |
TuA1 Room: Auditorium Chair: Bruno Briseghella |
FE approach to assess the combined effect of ASR and steel corrosion on bridge structures
Fatigue tests on cutout in rib-to-floor beam connections of steel bridges.
Numerical simulation method for shrinkage of concrete material
Multiphysics modelling and structural analysis of RC bridge columns exposed to chlorides under cyclic loading
New algorithm of Acoustic Emission Tomography that considers change of emission times of AE events during identification of elastic wave velocity distribution
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MS14 Part II - The Submerged Floating Tunnel, a smart infrastructure for waterway crossing
organized by Yiqiang Xiang, H.K Lee, Beatrice Faggiano and Raffaele Landolfo and Luca Martinelli |
TuA2 Room: Sala Actes Chair: Luca Martinelli |
Submerged Floating Tunnels: recent research activity at Politecnico di Milano
Experimental study on corrosion behavior of steel in submerged floating tunnels(SFT)
Semi-analytical Method of Analyzing Vertical Vibration Response of Submerged Floating Tunnel Under Moving Load
Industry-University-Research Cooperation in China Accelerates the Research and Development of Intelligent SFT
Overview of experimental tests on SFT small scale specimen
The coupled dynamic response of a prototype SFT to high speed trains.
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MS12 - Realization Of Intelligent Bridge With Smart Monitoring System
organized by Ayaho Miyamoto, Akito Yabe, Ludovic Fülöp and Timo Tirkkonen |
TuA3 Room: Room VS208 Chair: Ayaho Miyamoto Co-Chair: Ludovic Fülöp |
Bridge frequency identification using vibration responses from sensors on a passing vehicle
smartBRIDGE Hamburg: a digital twin to optimise infrastructure maintenance
A study on the intelligent bridge with an advanced monitoring system
Feasibility study on the intelligent bridge combined with smart monitoring techniques
Full review of low-cost electronics implemented in Structural Health Monitoring Applications for Bridges
Smart monitoring system for stress-laminated timber bridges
Utilization of dynamic interaction analysis between a bridge and vehicles for the intelligent bridge
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SS6 - Bridge Precast and Assembly for Urban Regeneration
organized by Zhiqiang Wang |
TuA5 Room: Room VS218 Chair: Juan José Jorquera-Lucerga |
Application of Ultra-High Performance Concrete in Bridge Strengthening
Research on Key Technologies for Precast Concrete Bridge Piers and Bent Caps
Investigation and verification on seismic performances of precast bridge piers with new type of pedestal connections
Theoretic analysis of precast bridge pier subjected to shear failure via direct shear test
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General Session 3 (Part II) - Evaluation and Assessment |
TuA6 Room: Room VS219 Chair: Tomasz Kaminski |
Ground-Based Interferometer radars for load tests of long-span arch bridges. Case study: Almonte and El Tajo Viaducts, Extremadura, Spain.
Preliminary comparison of scour estimation methods
Bridge Pier Column Multi-hazard Response – Fire, Impact and Blast
Analytical investigation of the shear-carrying mechanism of reinforced concrete beams under axial compression
Assessment of Impact Resistance Performance of a Cable-Stayed Bridge subjected to Light Aircraft Impact
An Analytical Study on Local Buckling Strength of Box Stub-Columns made of SBHS500 Under Axial Compression
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14:00 - 15:00 Lunch break |
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15:00 - 16:30 TECHNICAL SESSIONS |
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MS3 Part III - Life-Cycle Performance Assessment of Existing Bridges in an Aggressive Environment
organized by Mitsuyoshi Akiyama, Dan Frangopol and Hiroshi Matsuzaki |
TuE1 Room: Auditorium Chair: Giuseppe Quaranta |
Physics-based Modelling of Construction Defects in Concrete Decks
Effects of two corrosion acceleration methods on spatial steel corrosion and structural performance of RC beams
A Novel Risk-Based Inspection and Strength Evaluation of Suspension Bridge Main Cable Systems
Performance of retrofitted bridges by seismic isolation considering aging of isolators
Study on the Fatigue Resistance of Precast Road Bridge Deck with The Newly Developed Joint under Ponding Water
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MS14 Part III - The Submerged Floating Tunnel, a smart infrastructure for waterway crossing
organized by Yiqiang Xiang, H.K Lee, Beatrice Faggiano and Raffaele Landolfo and Luca Martinelli |
TuE2 Room: Sala Actes Chair: Beatrice Faggiano Co-Chair: Luca Martinelli |
Analysis of dynamic response of shore connection segment of submerged floating tunnel.
Saipem’s Submerged Floating Tunnel Concept – An Industry and University Cooperation to Drive Innovation in Civil Infrastructures
Dynamic Transient Analysis of a Submerged Floating Tunnel By Collision Impact
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MS9 Part I - Rehabilitation And Service Life Extension Of Historic Railways Bridges
organized by Pier Giorgio Malerba, Franco Bontempi, Emanuele Lizzori and Marcello Vaccarezza and Daniele Corti and Gianluca Ascari |
TuE3 Room: Room VS208 Chair: Francesco Petrini Co-Chair: Gianluca Ascari |
Management and Extension of Service Life of a Railway Bridge
Monitoring the San Michele Railway Bridge after the refurbishing works
Seismic retrofit of a simply supported truss girder in Seto-Ohashi Bridges
The San Michele Bridge in Paderno d‘Adda through 130 years of service
San Michele Railway Bridge (Paderno, Italy). A critical issue: demolition or refurbishment?
Carbonation resistance of bridge concrete with graphene oxide modified epoxy resin top-coats
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SS7 Part I - Intelligent monitoring and maintenance of bridges
organized by Amir Alani, Mojtaba Mahmoodian, Alireza Khaloo and Sujeeva Setunge and Kevin Zhang |
TuE4 Room: Room VS217 Chair: Michael Chajes Co-Chair: Tomasz Howiacki |
The monitoring, refurbishment and remediation of existing bridge bearings
Distributed fibre optic sensing for safety monitoring of concrete, steel and composite bridges
Prestressed Bridges - Eventually not a Problem
Sensor Data Alignment for Multi-View Bridge Monitoring
Assessment of water absorption in concrete member by electrical resistance tomography
Crack detection inside concrete based on specific resistivity monitoring
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SS8 - Recent Advances in Bridge Design and Construction
organized by Upul Attanayake |
TuE5 Room: Room VS218 Chair: Upul Attanayake Co-Chair: Arjuna Ranasinghe |
Instrumentation and Monitoring Plan for the 2nd Avenue Network Arch Bridge with Posttensioned Tie Girders
Creep and Shrinkage Estimation for Low-Heat Concrete Mix Used in the 2nd Avenue Network Arch Bridge
Innovative Construction Method of Two Bridges in Hong Kong
Research status and latest development of buckling restrained bracing
Size effect of a low-cost sliding isolation system with a flat-inclined spherical shape
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General Session 3 (Part III) - Evaluation and Assessment |
TuE6 Room: Room VS219 Chair: Maria Gabriella Mulas Co-Chair: Tomasz Kaminski |
Numerical Study on UHPC-RC Deck within Hogging Moment Region
Dynamic Performance of Twin-I Composite Girder Bridges Subjected to Random Traffic Excitation
A risk-based evaluation of a prestressed concrete bridge
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SS10 - Data-driven asset management – The Scandinavian Way
organized by Jens Sandager Jensen, Lars Fuhr Pedersen and Poul Linneberg |
TuE7 Room: Room VS216 Chair: Jens Sandager Jensen Co-Chair: Poul Linneberg |
Data-driven Asset Management of bridges and structures on the state roads of Denmark
Condition Based Monitoring and Digital Twins: Damage Detection on a Norwegian Bridge
Unmanned Aerial Vehicle (UAV) supported bridge inspections
Bridge Safety and Accessibility Improvements on the Storebælt bridges including a Model for Wind induced Vehicle Overturning
Data-driven asset management-projects by the Swedish Transport Administration
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16:30 - 17:00 Coffee break |
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17:00 - 18:30 TECHNICAL SESSIONS |
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MS5 Part I - Assessment of existing infrastructure assisted by field data
organized by Eva Lantsoght, Yuguang Yang and Sreenivas Alampalli |
TuN1 Room: Auditorium Chair: Eva Lantsoght Co-Chair: Sreenivas Alampalli |
Reliability assessment of existing reinforced concrete bridges and viaducts through proof load testing
Humber Bridge hanger replacements and testing, UK
Modal Testing of a Riveted Metallic Bridge under Different End Conditions
Monitoring of a Suspension Bridge
Results from a Decade of Periodically Conducted Load Tests on a Cable-Stayed Bridge
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MS7 - Design of bridge components considering the impact of micromovements of flexible structures
organized by Simon Hoffmann |
TuN2 Room: Sala Actes Chair: Simon Hoffmann Co-Chair: Esther Real |
Solutions for eliminating fretting fatigue due to micromovement in friction saddles
EADs as a new level of expansion joint assessment
Long-term movement behaviour of bridge bearings and joints from SHM
Fracture-critical bridge components subject to fatigue loading
Wind-induced vibration of lamp posts on a long bridge over open water and its vibration reduction analysis
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MS9 Part II - Rehabilitation And Service Life Extension Of Historic Railways Bridges
organized by Pier Giorgio Malerba, Franco Bontempi, Emanuele Lizzori and Marcello Vaccarezza and Daniele Corti and Gianluca Ascari |
TuN3 Room: Room VS208 Chair: Konstantinos Gkoumas Co-Chair: Gianluca Ascari |
Assessment of a centenary iron bridge of the Domodossola-Locarno railway line
The San Michele Bridge in Paderno d’Adda (Italy): retrofitting design criteria
San Michele Railway Bridge (Paderno, Italy). The retrofitting works: a demanding task.
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SS7 Part II - Intelligent monitoring and maintenance of bridges
organized by Amir Alani, Mojtaba Mahmoodian, Alireza Khaloo and Sujeeva Setunge and Kevin Zhang |
TuN4 Room: Room VS218 Chair: Michael Chajes Co-Chair: Tomasz Howiacki |
Establishing threshold values for use in structural health monitoring
A novel ropeway-based system for bridge apparent scanning
Using Few Accelerometer for Improving the Resolution and Accuracy of Low- Cost Accelerometers
Developing and validation of an Inclinometer sensor based on fusion of a magnetometer, an accelerometer and a gyroscope sensor for SHM applications
Measurement of 3C component displacement of full-scale structures using an unmanned aerial system (UAS)
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SS12 - BRIDGE|50 Research Project: Experimental Testing on a 50-Year-Old PC Bridge
organized by Fabio Biondini, Francesco Tondolo, Sergio Manto and Carlo Beltrami |
TuN5 Room: Room VS218 Chair: Fabio Biondini Co-Chair: Francesco Tondolo |
Experimental Program and Recent Outcomes of the BRIDGE|50 Research Project: Residual Structural Performance of a 50-year-old PC Bridge
Full-scale testing and analysis of 50-year old prestressed concrete bridge girders
Experimental evaluation of the effect of controlled damages on the dynamic response of PC bridge beams
Formulation and Experimental Validation of Nonlinear Finite Element Analysis of PC Bridge Deck Beams
BIM as a tool for experimental tests on bridge beams
Corrosion assessment of 50-year-old PC deck beams
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General Session 4 (Part I) - Service Life and Maintenance |
TuN6 Room: Room VS219 Chair: Rolando Chacón Co-Chair: Eftychia Apostolidi |
State-of-the-art review on the structural behaviour of stainless steel reinforced concrete elements
Approximated performance curve for steel bridges under joint state of probability of collapse, following the Weibull reliability model of cumulative damage.
Prefabricated Elements and Foundation Options for Rural Bridges
Cost-effective life cycle treatment plans: A case study for Wisconsin decks
Maintenance plan and durability design for the new Samuel De Champlain Bridge.
Catamaran spherical bearings
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SS11 - Data-driven asset management
organized by Jens Sandager Jensen, Lars Fuhr Pedersen and Poul Linneberg |
TuN7 Room: Room VS216 Chair: Jens Sandager Jensen Co-Chair: Poul Linneberg |
Quality comfirmation of two typical acceleration data based on Benford’s law
Improved Structural Health Monitoring of Great Belt Bridge hangers and deck using Digital Image Correlation
Developing risk-based and multi-objective optimization approach to railway bridge management in Finland
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Wednesday, July 13 |
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08:30 - 10:00 Keynote Lectures II |
WeMP Room: Auditorium Chair: Jose Turmo Co-Chair: Fabio Biondini |
AI and IIoT Convergence Towards Automated Bridge Inspection
Safety and life extension of road bridges by considering design, damage assessment and rehabilitation
Twinning of the Egongyan Bridge
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10:00 - 10:30 Coffee break |
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10:30 - 12:00 TECHNICAL SESSIONS |
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MS5 Part II - Assessment of existing infrastructure assisted by field data
organized by Eva Lantsoght and Yuguang Yang |
WeM1 Room: Auditorium Chair: Eva Lantsoght Co-Chair: Yuguang Yang |
Bridge deck fatigue: A case for proactive preventive bridge management
Research experience obtained from dynamic load testing of railway bridges at a high speed line
Research on temperature gradient of concrete hollow column along the horizontal thickness direction
Comparison of results of different approaches to load rating bridges and culverts with missing information
Comparative study of bridge structural condition assessment methodologies
Estimation of the bridge damping decrement for in-situ recorded signal with unusual features
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SS2 Part I - Small and medium span bridges and culverts: analysis, evaluation, durability, and rehabilitation
organized by Damian Beben, Halil Sezen, Jan Vaslestad and Tomasz Maleska |
WeM2 Room: Sala Actes Chair: Damian Beben Co-Chair: Halil Sezen |
Proposal of a Continuous PC T-girder for Integral Abutment Bridges
Field Load Testing and Analysis of a New FRP Composite Tub Girder Bridge with a Concrete Deck
Bridge design and rehabilitation using new sandwich plate system (SPS)
Diagnostic Load Testing and Assessment of a Deteriorated Culvert
Exterior Protection of Precast Reinforced Concrete Culvert Structures
Rehabilitation and Repair Methods for Culvert Structures
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MS6 - Strengthening of existing bridges
organized by Altanzagas Ochirdorj and Tsas-Orgilmaa Makhbal |
WeM3 Room: Room VS208 Chair: Altanzagas Ochirdorj Co-Chair: Tsas-Orgilmaa Makhbal |
Retrofitting of prestressed concrete decks by arch steel trusses for different degradation levels
Strengthening two damaged bridges in the motorway M-410 in Madrid
Current status and maintenance system of bridges in Mongolia
The diagnosis of old railway steel bridge over the Kharaa river
Traffic barriers replacement and deck surface reparation of Las Lamas viaduct in León (Spain)
Replacement of the deck and rehabilitation of the viaduct at the link between M-40 and M-607 in Madrid (Spain)
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MS11 Part I - Bridge Loading – Measurement and Modelling
organized by Colin Caprani, Andrzej Nowak, Eugene OBrien and Xin Ruan |
WeM4 Room: Room VS217 Chair: Colin Caprani Co-Chair: Xuejing Wang |
Impact of truck platooning on bridges‘ braking forces
Experimental validation of a moving force identification method for applications in railway bridge dynamics
Ballast coupling on simply-supported railway bridges with twin decks
Correlation analysis of bridge traffic load level and socio-economic development: A case study on Sutong Bridge
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General Session 2 (Part I) - Inspection and Monitoring |
WeM5 Room: Room VS218 Chair: Ignacio Pulido Sanchez Co-Chair: Juan Avendaño |
The monitoring system of the first metal 3D printed bridge: design, installation, management and initial findings
N80-S1 River Slaney bridge monitoring and fatigue assessment
Establishing maintenance priority ranking of bridges based on visual inspection data.
Ratio-based features for bridge damage detection based on displacement influence line and curvature influence line
Simulation of stress wave propagation and cracking in RC beams for damage detection using local vibration testing
Experiences in the inspection of large number of bridges with new Italian Guidelines for inspection and management of existing bridges
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General Session 4 (Part II) - Service Life and Maintenance |
WeM6 Room: Room VS219 Chair: Ho-Kyung Kim Co-Chair: Jung Sik Kong |
Use of Seismic Isolation Bearings in High Speed Rail Bridges as Exemplified by California High Speed Rail SR 43 Network Tied Arch Bridge
Probabilistic Corrosion Fatigue Life Evaluation of Steel Plates Using Random Field Simulation
Performance Degradation Model of Bridges using Recurrent Neural Network
Prediction model for condition rating of the bridge using various deep-learning methods
Reduction of maintenance operations by applying the Direct Algorithm in the design of cable-stayed bridges
Tools for Constructability for Improving Bridge Durability
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SS13 - Risk-Based Prioritization and Monitoring of Bridges for Road Infrastructure Management in Lombardy Region, Italy
organized by Fabio Biondini, Maria Pina Limongelli, Carmelo Gentile and Marco Belloli |
WeM7 Room: Room VS216 Chair: Fabio Biondini Co-Chair: Maria Pina Limongelli |
Bridge Vulnerability and Hazard Assessment for Risk-Based Infrastructure Management
Development of a functional priority index for assessing the impact of a bridge closure
The Structural Monitoring guidelines for the management of bridges in the Lombardia region in Italy
Structural Health Monitoring of a RC Bridge in Como, Italy
Structural Health Monitoring and Geometric Survey Informed by Laser Scanner and UAV Mapping of an Existing Tall RC Viaduct
GNSS-based Structural Monitoring of the Isola Dovarese Bridge, Italy
StradeNet: A Regional Road Information System
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12:00 - 13:30 TECHNICAL SESSIONS |
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MS5 Part III - Assessment of existing infrastructure assisted by field data
organized by Eva Lantsoght, Yuguang Yang and Sreenivas Alampalli |
WeA1 Room: Auditorium Chair: Eva Lantsoght Co-Chair: Gabriel Sas |
Potential Hazards at the New York City Bridges, 1982 - 2006
Monitoring of Repaired Concrete Floor in the Maastunnel Using Smart Aggregates
Assessment of shear strength of existing prestressed concrete bridge beams: full-scale tests and numerical simulations
Cost-effective measurement equipment and data analysis tool for structural health monitoring. Case Study: Metro railway bridge
Development of a Bridge Load Test Procedure for Low Temperature Conditions
Fatigue Reliability Assessment of an In-service Steel Bridge Based on BWIM and Strain Data
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SS2 Part II - Small and medium span bridges and culverts: analysis, evaluation, durability, and rehabilitation
organized by Damian Beben, Halil Sezen, Jan Vaslestad and Tomasz Maleska |
WeA2 Room: Sala Actes Chair: Halil Sezen Co-Chair: Damian Beben |
Corrugated steel plate tunnel behaviour under strong seismic excitation
Long-term behavior of instrumented RC culvert with high soil cover using EPS for load reduction
Ten Years of Advanced Culvert Research: A Retrospective
Stiffness variations of railway tracks over rigid concrete and flexible steel culverts
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General Session 1 - Long-Span Bridges |
WeA3 Room: Room VS208 Chair: Ignacio Pulido Sanchez Co-Chair: Gonzalo Ramos |
Wind-resistant design of long-span cable-stayed bridges focusing on nonlinear aerostatic stability: A parametric study
Doubling the set of hangers of tied-arch bridges to support eccentric load distributions
Fire Protection of Suspension Bridge Cables
Analysis and design of a concrete network tied arch bridge for California high speed rail project
Effectiveness of buckling restrained damper for improving seismic performance of steel arch bridge
Analysis on whole-span deck replacement plan for large-span network arch bridge
Reliability consideration for vortex-induced oscillation and buffeting of long-span bridge
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MS11 Part II - Bridge Loading – Measurement and Modelling
organized by Colin Caprani, Andrzej Nowak, Eugene OBrien and Xin Ruan |
WeA4 Room: Room VS217 Chair: Colin Caprani Co-Chair: Xuejing Wang |
Analysis on the specification applicability of long-span bridge based on traffic effect
New Procedure for Bridge Analysis of Heavy Vehicles transit (NTEO)
Smart Bridge Bearings and Expansion Joints as a Combined WIM and SHM System
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General Session 2 (Part II) - Inspection and Monitoring |
WeA5 Room: Room VS218 Chair: David Martínez-Muñoz Co-Chair: Antonio Barrias |
Effect of air-entraining agent and freeze-thaw cycles on concrete microstructure using computed tomography scanning
Using sub-size Charpy V-Notch tests to evaluate thin structural components
Image based inspection of concrete cracks using UAV photography
Bridge Scouring Inspection and Mitigation in Indonesia
Field Monitoring of Ambient Vibration Response of a Self-Anchored Suspension Bridge
Damage detection of steel truss bridge based on stacked auto-encoder
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General Session 4 (Part III) - Service Life and Maintenance/Proactive maintenance approaches and decision-making in future European standardisation |
WeA6 Room: Room VS219 Chair: Paola Darò Co-Chair: Alfred Strauss |
Condition assessment of reinforced concrete structures: state of the art knowledge and case studies in the TG3.3 fib Bulletin
Performance Prediction & Modelling including Advanced Methods for Existing Concrete Structures in the Framework of the fib TG 3.3 Bulletin
Contributions to IM-SAFE project based on the experience gained about numerical model updating of in-service bridges using multidisciplinary research
Bridges continuous dense monitoring network: a framework to support the infrastructures assessment and management process
Enhanced Bridge Maintenance Using In-Situ CVM Sensors for Automated Damage Detection
Evaluation of Long-Term Durability Performance of the Exfoliation Prevention Method Using Basalt Net in Actual Structure
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13:30 - 14:30 Lunch break |
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14:30 - 16:00 TECHNICAL SESSIONS |
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MS4 Part I - Novel techniques regarding the assessment and monitoring of bridges
organized by Alfred Strauss and Dan Frangopol |
WeE1 Room: Auditorium Chair: Alfred Strauss Co-Chair: Eleni Chatzi |
Data mining corrosion and failure in cable stays
Cost-benefit evaluation of a monitoring system for structural identification of existing bridges
Structural Inspection and Rehabilitation of Steel Floorbeam to Column Connections
Damage assessment of bridges based on static and dynamic flexibility changes
Easy and Low-cost Bridge Warning System for Damage Detection at Girder End
Investigation on Load Capacity Evaluation of Existing Bridge based on Deflection
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SS5 Part I - Design, Construction and Evaluation of Steel/FRP & Concrete Composite Bridge Structures
organized by Haohui Xin, Xiaoqing Xu, Rong Liu and Jun He |
WeE2 Room: Sala Actes Chair: Bruno Briseghella Co-Chair: Gonzalo Ramos |
Influence of Slenderness Ratios on Mechanical Performance of Axially Loaded CFST Columns with Circumferential Debonding Gap
Structural performance and on-site monitoring of steel-concrete composite bridge with link slab
Stress analysis on cable anchorage zone of long-span self-anchored suspension bridge
Local stress analysis and force transmission mechanism of steel bridge tower
Finite element simulation study on continuous structure of steel-concrete composite simple-supported beam bridge
Serviceability oriented fatigue assessment of orthotropic steel bridge decks with penetrating cracks
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MS8 Part I - Footbridges: Advances in Vibration Serviceability Assessment
organized by Colin Caprani and Federica Tubino |
WeE3 Room: Room VS208 Chair: Colin Caprani Co-Chair: Federica Tubino |
Dynamic characterization and vibration serviceability assessment of a historic suspension footbridge
The UNIOVI footbridge
Energy harvesting from pedestrian-induced vibrations in footbridges with piezoelectric devices: a feasibility study
Considerations about dynamic calculation of a footbridge
Experimental validation of crowd-induced loading on footbridges
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MS15 Part I - Innovative Solution of Classic Problems in Bridge Design, Construction and Maintenance with Artificial Intelligence
organized by Airong Chen and Xin Ruan |
WeE4 Room: Room VS217 Chair: Xuejing Wang Co-Chair: Necati Catbas |
Human-AI Collaboration in Bridge Monitoring and Inspection Using Mixed Reality
Evaluation of Factors Affecting Long-term Creep of Concrete Using Machine Learning Regression Models
Use of a Machine Learning Algorithm to Calibrate the Eurocode 2 Creep Model: Application of Classification and Regression Tree
Damage evaluation of concrete beams using forced vibration testing and machine learning
Finite element analysis of piles and information for installation monitoring
Construction of crack image dataset using active learning
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General Session 3 (Part IV) - Evaluation and Assessment |
WeE5 Room: Room VS218 Chair: Túlio Bittencourt |
Evaluation of deterioration modeling of corroded reinforced concrete railway bridges under uncertainty
Advanced numerical analysis of fatigue-critical details of existing metallic railway bridges
Numerical evaluation of a VBI bridge-damage detection approach in railway bridges using a machine learning algorithm
Evolution of the optimal solution for single and twin-box bridge decks subject to gravitational loads and several aeroelastic phenomena
Modelling an existing steel railway bridge for residual service life assessment
Modelling bonding failure effects in deteriorated concrete elements of bridges.
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General Session 4 (Part IV) - Service Life and Maintenance |
WeE6 Room: Room VS219 Chair: Eiki Yamaguchi |
Digital Innovation in Bridge Management – Overview of the Project GOA.BI
Adapting a Bridge Management System to Port Structures
Study of demolition strategies and preliminary plan for the case of the Kalix bridge
An overview of strategic bridge life cycle modelling on the British railway
Evaluating the impact of using Fiber Reinforced Concrete on service life of bridges: A case study
Present and future applications of BIM for Bridge Maintenance
Application of BIM and GIS models for the degradation analysis and management of Port Infrastructure
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SS14 Part I - Approaches to Bridge Management / Bridge Management Systems in Response to Today’s Challenges
organized by Reed Ellis, Paul Thompson and Rade Hajdin |
WeE7 Room: Room VS216 Chair: Reed Ellis Co-Chair: Paul Thompson |
Risk-Based Bridge Management Implementation in the Yukon, Canada
Preliminary probabilistic analysis of bridge management data in the province of Ontario
Retrospective Analysis of Predictive Models in Bridge Management Software used in the Province of PEI, Canada.
Development of a novel bridge management system for Colombia
Decision making model for bridge management – Application to Colombian bridge infrastructure
Cost-effective lifetime management of deteriorating bridges considering correlated maintenances
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16:00 - 16:30 Coffe break |
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16:30 - 18:00 TECHNICAL SESSIONS |
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MS4 Part II - Novel techniques regarding the assessment and monitoring of bridges
organized by Alfred Strauss and Dan Frangopol |
WeN1 Room: Auditorium Chair: Alfred Strauss Co-Chair: Paolo Bocchini |
Monitoring of displacements in bridges and singular structures using computer vision. Example of application in the Cathedral of Saint Mary (Burgos, Spain)
Application of a novel safety format technique on concrete bridges
Review on Deep Learning in Structural Health Monitoring
Stress component measurement sensor using thermoelastic stress analysis
Application of multipurpose measuring system on various bridges – pros and cons
Monitoring the superstructure of cable-stayed bridges applying Geotechnological tools. Case study: Bridge “Solidaridad” in Guerrero state, México.
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SS5 Part II - Design, Construction and Evaluation of Steel/FRP & Concrete Composite Bridge Structures
organized by Haohui Xin, Xiaoqing Xu, Rong Liu and Jun He |
WeN2 Room: Sala Actes Chair: Bruno Briseghella Co-Chair: Upul Attanayake |
Numerical Analysis of Mechanical Properties and Damage Mechanism of GFRP-Concrete Composite Beam
Use of Fiber Reinforced Concrete in compression slabs of beam-and-slab decks for new bridge constructions
Multi-scale evaluation of ultimate capacity of high-performance materials used in bridge engineering
Experimental Design of SFRC Link Slab in Steel-Concrete Composite Bridge
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MS8 Part II - Footbridges: Advances in Vibration Serviceability Assessment
organized by Colin Caprani and Federica Tubino |
WeN3 Room: Room VS208 Chair: Federica Tubino Co-Chair: Colin Caprani |
Human-induced loading due to bidirectional pedestrian traffic
Dynamic running actions on footbridges: a pilot study on human-structure interaction
Integrated measurement concept for identification of human-structure-interaction of flexible structures for natural gait
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MS15 Part II - Innovative Solution of Classic Problems in Bridge Design, Construction and Maintenance with Artificial Intelligence
organized by Airong Chen and Xin Ruan |
WeN4 Room: Room VS217 Chair: Xuejing Wang Co-Chair: Fernando Moreu |
Intelligent parameter identification of hydration heat and field cracking classification analysis: a case study of concrete bent cap
Increasing the use of Human-Machine Interfaces with Augmented Reality for Inspectors
Smart and Connected Communities informed against Floods with Low-cost Sensors (LEWIS 5)
Automated Structural Damage Mapping on 3D Digital Bridge Model
Stress-based topology optimization method using deep learning
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General Session 3 (Part V) - Evaluation and Assessment |
WeN5 Room: Room VS218 Chair: Juan José Jorquera-Lucerga Co-Chair: Marco Domaneschi |
Modal and Pushover Analysis of Concrete Bridges with Shallow Footing Subjected to Seismic and Scour Loading
Phase field model for reinforcement corrosion induced concrete cover cracking
Analytical study on the minimum patch plate arrangement for the corroded steel girder ends
Evaluation of ASR resistance of geopolymers using industrial by-products for application to bridges
ASR resistance of concrete member using blast furnace slag based on gel fluorescence method
Improvement Work for Elongation of Survice Life of Dojima Ohashi Bridge
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General Session 5 (Part I) - Repair and Strengthening |
WeN6 Room: Room VS219 Chair: Riad Al-Mahaidi Co-Chair: Raffaele Cucuzza |
FRP Repair Alternatives for Deteriorated Culverts
Some Cases of Pathologies in Prestressed Concrete Bridges in Spain. Diagnosis, Analysis, and Decision Making
Use of Composite Structures for the Reinforcement of Pathologies in Concrete Bridges
Behaviour of FRP Strengthened RC planks anchored with Hybrid anchors
Genetic Programming in the Prediction of Concrete Cover Separation in RC Beams Strengthened with FRP
Resistance to salt-corrosion of concrete with externally bonded FRP sheets in marine environment
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SS14 Part II - Approaches to Bridge Management / Bridge Management Systems in Response to Today’s Challenges
organized by Reed Ellis, Paul Thompson and Rade Hajdin |
WeN7 Room: Room VS216 Chair: Reed Ellis Co-Chair: Rade Hajdin |
StruPlan: Open-Source Long-Range Renewal Planning for Transportation Structures
Indicators and modules for a life cycle management
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18:00 - 19:00 General Assembly |
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Thursday, July 14 |
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09:30 - 11:00 Keynote Lectures III |
ThMP Room: Auditorium Chair: Ho-Kyung Kim Co-Chair: Túlio Bittencourt |
Assessment of existing concrete bridges by load testing
Less And Better. Good Design Practices For Sustainable Bridges
Bridge Inspection, Evaluation, and Management in the United States
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11:00 - 11:30 Coffe break |
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11:30 - 13:00 TECHNICAL SESSIONS |
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MS4 Part III - Novel techniques regarding the assessment and monitoring of bridges
organized by Alfred Strauss and Dan Frangopol |
ThM1 Room: Auditorium Chair: Alfred Strauss Co-Chair: Poul Linneberg |
Hyperspectral imaging analyses of concrete structures with emphasis on bridges
Compressive load estimation method based on plate vibration measurement
Deterioration-Based Probabilistic Assessment of Design Resistance of Railway Bridge
Application of Proper Orthogonal Decomposition to bridge damage detection - field investigations
Deep learning based indirect monitoring to identify bridge natural frequencies using sensors on a passing train
Data fusion and machine learning for bridge damage detection
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MS13 Part I - Advances in Bridge Monitoring Strategies: Novel Technologies and Information Fusion
organized by Chul-Woo Kim, Yi Zhang, Mehrisadat Makki Alamdari and Patrick McGetrick |
ThM2 Room: Sala Actes Chair: Chul-Woo Kim Co-Chair: Javier Fernando Jiménez Alonso |
Image registration for bridge defect growth tracking
Point cloud registration for bridge defect tracking in as-built models
Deep learning monitoring of the Z24 benchmark bridge
Bridge damage detection utilizing dynamic force obtained from moving vehicle acceleration
Bridge frequency identification from multiple moving-vehicle dynamics using cross-spectrum method.
Bridge Indirect Monitoring Using Uniform Manifold Approximation and Projection (UMAP)
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MS10 Part I - Emerging digital technologies toward resilient and sustainable bridges
organized by Stergios Aristoteles Mitoulis, Maria Pregnolato, Sotirios Argyroudis and Maria Pina Limongelli |
ThM3 Room: Room VS208 Chair: Stergios Aristoteles Mitoulis Co-Chair: Maria Pina Limongelli |
Using Interpretable Machine Learning for Data-Driven Decision Support for Infrastructure Operation & Maintenance
New and emerging digital technologies for bridge inspection and monitoring: a perspective from European Research
UAV-enabled flood damage assessment and recovery monitoring of bridges following Medicane Ianos
A survey of emerging technologies for the future of routine visual inspection of bridge structures
Scour monitoring for railway assets (UK)
Information supported resilience management of bridges
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SS1 - Bridge Weigh-in-Motion: technology developments and applications for maintenance
organized by Daniel Cantero |
ThM4 Room: Room VS217 Chair: Daniel Cantero |
Moving point load approximation for BWIM
Using B-WIM system-generated performance indicators to support model updating of a multi-span viaduct
Axle-load-estimation based on strain of transverse stiffener and characteristics of traffic loads due to heavy trucks
Application of a modular bridge weigh-in-motion system on an orthotropic bridge deck
Using Bridge Weigh-in-Motion Concepts for the Structural Health Monitoring of Bridges
Uncertainty Quantification of axle weight estimated by Bayesian Bridge Weigh-In-Motion
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General Session 3 (Part VI) - Evaluation and Assessment |
ThM5 Room: Room VS218 Chair: Robby Caspeele Co-Chair: Rolands Kromanis |
Hydrological and seismic fragility curves in common highway bridges
Field Evaluation of Pipe-Tie System in Limiting the Girder Rotation during Bridge Deck Construction
Influence of model error on Bayesian updating of the corrosion degree of a skewed reinforced concrete girder bridge
Investigation towards adaptation of a pipeline structure to function as a bridge
Fatigue evaluation for root cracks in U-rib to deck welded joints of orthotropic steel decks
Fatigue strength enhancement of welded joints in existing steel bridges using high-frequency mechanical impact treatment
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General Session 5 (Part II) - Repair and Strengthening |
ThM6 Room: Room VS219 Chair: Matias Valenzuela Co-Chair: Carlos Jurado |
New Solutions for Repair of Submerged Piles and Bulkheads
Cabrianes Bridge Widening across the “Llobregat” River (Barcelona, Spain)
Ratcheting behaviour of austenitic and lean duplex stainless steel in fatigue tests
Implementation of GRDR methodology on the Quillota Bridge, Chile. A heritage review analysis
Latest developments in replacing external post-tensioning tendons
Experimental Study on Construction Technology of Viaduct Regeneration in Downtown Districts
Major repair of La Bauma Viaduct
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13:00 - 14:00 Lunch break |
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14:00 - 14:30 Keynote Lectures IV |
ThAP Room: Auditorium Chair: Jose Turmo Co-Chair: Michel Ghosn |
About recent bridge failures
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14:30 - 16:00 TECHNICAL SESSIONS |
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MS4 Part IV - Novel techniques regarding the assessment and monitoring of bridges
organized by Alfred Strauss and Dan Frangopol |
ThE1 Room: Auditorium Chair: Alfred Strauss Co-Chair: Túlio Bittencourt |
Efficiency and effectiveness evaluation of post-tensioned prestressed bridge girders by concrete relaxation tests.
The Use of Artificial Intelligence for Assessing an Overpass affected by Alkali-Silica Reaction (ASR).
Bridge Deck Characterization for Condition Assessment
Data Based Approach for Predicting Future Values of Bridge components’ Condition Ratings
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MS13 Part II - Advances in Bridge Monitoring Strategies: Novel Technologies and Information Fusion
organized by Chul-Woo Kim, Yi Zhang, Mehrisadat Makki Alamdari and Patrick McGetrick |
ThE2 Room: Sala Actes Chair: Chul-Woo Kim Co-Chair: Daigo Kawabe |
Review and Development of Post Tensioned Bridge Inspection Technologies
SHM deployments for two bridge structures: assessing potential value
Feasibility study on distributed fiber optic vibration sensing for bridge health monitoring
Data-driven bridge damage detection using multiple passing vehicles responses
Research Data Management of Structural Health Monitoring Projects and Subsequent Applications of Artificial Intelligence Methods
Bayesian damage detection on full-scale pole structure with anchor bolt tension loosening
Structural monitoring of PC bridges under construction based on the measurable data
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MS10 Part II - Emerging digital technologies toward resilient and sustainable bridges
organized by Stergios Aristoteles Mitoulis, Maria Pregnolato, Sotirios Argyroudis and Maria Pina Limongelli |
ThE3 Room: Room VS208 Chair: Maria Pina Limongelli Co-Chair: Maria Pregnolato |
On the digital twinning of routine load tests in railway bridges. Case Study: High Speed Railway Network, Extremadura, Spain
Low-Cost Accurate Acceleration Acquisition Sensor
From Point Clouds to Capacity Assessment of Corroded Steel Bridges
A review of the Digital Twin in the AEC sector in the context of application.
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SS3 - Life-Cycle Performance Safety, Reliability, and Risk of Bridges and Infrastructure Systems under Climate Change
organized by Fabio Biondini, Zoubir Lounis and Michel Ghosn |
ThE4 Room: Room VS217 Chair: Michel Ghosn |
Risk-based Design and Safety Assessment of Structures in a Changing Climate
On an early warning model based on extensive sets for the operational safety of ISTB
Reliability-Based Design of Structures under Non-Stationary Climate Conditions
Network- and bridge- level management under uncertainties associated with climate change
Risk-based scour assessment of bridges: Italian VS French guidelines
Reliability-Based Calibration of Wind Load for Canadian Highway Bridge Design Code by Considering Climate Change Effects
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General Session 3 (Part VII) - Evaluation and Assessment |
ThE5 Room: Room VS218 Chair: Jose Antonio Lozano-Galant Co-Chair: Carlos Jurado |
Analysis of a ship collision accident to a protective island by CEL approach
Research on Sunshine Temperature Field Distribution of Concrete Hollow Column
Large-scale OT-slab tests: Laboratory measurements and evaluation
Neutral Axis Position as a Means for Identifying Damage in Cable-Stayed Bridges
Fragility analysis of skew bridges involving frictional deck-abutment pounding under earthquakes
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General Session 5 (Part III) - Repair and Strengthening |
ThE6 Room: Room VS219 Chair: Javier Pascual Ramos Co-Chair: Alessandro Greco |
Field Implementations of a Novel UHPC Beam End Repair on Steel Girder Bridges in Connecticut, USA
The use of cement grout for corrosion protection of external tendons
Evaluation of interfacial debonding of Fibre-Reinforced Polymer Using Variable Angle Peel Test
Study on strengthening effect of a steel I girder with web-patch plates focusing on the bolt pitch and patch plate length
Structural monitoring during structural repair of cable-stayed bridges. Experience of Arena Bridge
The effectiveness of viscous dampers in the seismic retrofitting project of an italian cantilever bridge
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16:00 - 16:30 Closing Ceremony |
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