| Aas-Jakobsen, Ketil |
Super-Long Span Bridge Aerodynamics: First Results of the Numerical Benchmark Tests from Task Group 10 |
S34-71 |
| Adam, Bernard |
Superstructures of the CEVA Railway Stations |
S20-43 |
| Adam, Stefan |
The Quick-Exchange Expansion Joints of the Köhlbrand Bridge in Hamburg |
S1-17 |
| Adeline, Régis |
The Portier Cove Seaward Extension Project in Monaco |
K-55 |
| Agez, Iari |
New Paris Law Court, a Major Civil Engineering Structure in the City |
S30-25 |
| Akkermann, Jan |
Construction of the Great Mosque of Algiers – A Megastructure Developing a New City District |
S11-1 |
| Akraa, Mohamed |
Megastructures for a Long Marine Bridge in Kuwait |
S10-19 |
| Al-Majidi, Mohammed Haloob |
Fibre Reinforced Geopolymer versus Conventional Reinforced Concrete layers for the structural strengthening of RC beams |
S26-65 |
| Alexander, Scott |
The Arched Strut – a Tool for Modelling Column-Slab Connections |
S5-207 |
| Alhajj, Marie Antoinette |
Effect of Steel Reinforcement on Electrical Measurements on Concrete |
S24-65 |
| Ali, Khawaja |
Analytical Study on Safety Level of Stay Cables of Cable-stayed Bridge and Extradosed Bridge under Fatigue and Ultimate Limit States |
S12-33 |
| Allahvirdizadeh, Reza |
Modelling the Seismic Out-of-plane Behaviour of Rammed Earth Components |
S23-109 |
| Alphen, Sander van |
Recalculation of the Railway Bridge Buggenum |
S20-51 |
| Amirsayafi, Pouya |
Success of Dam Engineering Industry Projects in Australia: Literature Review and Theoretical Framework |
S28-33 |
| Anderson, John |
Sydney Metro Cable Stayed Bridge, a Meeting of Precast Segmental Concrete and Cable Stayed Construction Technology |
S16-25 |
| Astreinidis, Evangelos |
Structural challenges of Transit Oriented Developments above or in proximity to existing underground Metro Stations and Tunnels |
S16-17 |
| Athanasiou, Achilleas |
The Modular Expansion Joints of the Sheikh Jaber Causeway in Kuwait |
S1-9 |
| Attie, Elie |
Widening and Upgrading of the 77-years old Y-Bridge in Ho-Chi-Minh City |
S21-111 |
| Awaludin, Ali |
The First Engineered Pedestrian Bridge using Small Diameter Indonesian Teak Woods: From Design to Project |
S28-49 |
| Backer, Hans De |
Combining Bored Tunnels: Optimal Construction Order of Multiple Independent Shield-Driven Tunnels |
S33-17 |
| Backer, Hans De |
Skew Placement of Arches with respect to the Bridge Deck |
S5-183 |
| Bagnara, Anna |
Wind Engineering Challenges of Modern Footbridges |
S34-1 |
| Bailly, Laurent |
A New Pier Head Connection for an Uncommon Bridge |
S18-33 |
| Bastidas-Arteaga, Emilio |
Cost-Effective Climate Change Adaptation for Reinforced Concrete Structures Subjected to Chloride Ingress |
S15-35 |
| Beade-Pereda, Héctor |
Design of the Colne Valley Viaduct, a 3.4km-long HSR Viaduct in a Highly Sensitive Area |
S20-83 |
| Beck, Alexander |
Shear Tests on RC Beams without Stirrups under Uniformly Distributed Load |
S3-11 |
| Berthellemy, Jacques |
Evaluation regarding Fatigue for Various Types of Hangers used for Tied Arch Bridges |
S7-1 |
| Berthellemy, Jacques |
Recent Structures and Bridges built with the CL Steel-concrete Connection |
S2-51 |
| Biswal, Suryakantha |
Estimation of Prestress Losses in Concrete Structures over a Long time |
S3-21 |
| Bonivers, Michaël |
Large scale locks (9,000 tons) in Lanaye, Ivoz-Ramet and Ampsin (Belgium) |
S15-19 |
| Boulaud, Romain |
Comparative Study of Quasi-static and Dynamic Behaviours of a Reduced Model of ASM4 Rockfall Barriers |
S28-97 |
| Bourreau, Lucas |
Better Understanding of Tide’s Influence on Half-cell Potential Measurements for Reinforced Concrete in Marine Environment |
S24-73 |
| Bourreau, Lucas |
Uncertainty Assessment and Decision from Concrete Electrical Resistivity Measurements on a Coastal Large Bridge |
S24-59 |
| Bouteiller, Véronique |
Presentation of the French Project DéCoF-Ré |
S14-11 |
| Brehm, Eric |
A Critical Assessment of the Fatigue Verification Concept of Stud Shear Connectors in Steel-Concrete-Composite Structures |
S2-1 |
| Brehm, Eric |
Influence of the Design Review Process on the Structural Design Engineer due to Human Factors |
S22-1 |
| Breysse, Denys |
Improving the Reliability of On-site Concrete Strength Estimation with Non-destructive Techniques |
S24-87 |
| Breysse, Denys |
Knowledge Model for Forensics in Civil Engineering |
S25-33 |
| Broquet, Claude |
Rehabilitation of Flon Arch Bridge |
S21-87 |
| Buddee, Samard |
Strengthening an Existing Low-Rise for Conversion to a New Hip Hotel with a Rooftop Swimming Pool, Bangkok |
S21-45 |
| Bulkowski, Marcin |
Parametric Non-linear Models for Buried Structures with Full Soil- structure Interaction |
S5-71 |
| Calatozzo, Erica |
The Longest Axially Supported Cable-stayed Bridge in India: Chambal River Bridge |
S12-9 |
| Camara, Alfredo |
Optimum Deck and Tower Configurations for the Transverse Seismic Response of Cable-stayed Bridges |
S23-65 |
| Cao, Yinghong |
Design of High-Speed Railway Bridges with Earthquakes |
S20-27 |
| Capellán, Guillermo |
Juan José Arenas: a Philosophy of Bridge Design |
S5-17 |
| Caram, Matias |
Aerodynamic and Aeroelastic Design of Long Span Bridges: Recommendations for Chile |
S34-17 |
| Caron, Jean-François |
Proposals to make Complex Structures Affordable |
S5-63 |
| Carrato, Peter |
Additive Construction of Martian Habitats |
S10-29 |
| Castillo, Ester García |
Analysis of the Fire Resistance of a Jack Arch Flooring System submitted to the Standard Fire Curve |
S9-9 |
| Chanard, Jean-Pierre |
Managing data workflow from concept to commission – BIM for bridges |
S5-143 |
| Chataigner, Sylvain |
Development and Application of FASSTbridge Solution to Jarama bridge (Fast and effective Solution for Steel bridges lifetime extension) |
S21-35 |
| Chen, Xu |
Contributions of Higher Modes of Tall Piers under Seismic Excitation |
S23-15 |
| Chen, Zhuo |
Design Key Parameters for Simply-Supported Beam of High-Speed Railway in China |
S20-99 |
| Chikami, Keishi |
Causes of Resonance in PPC Girder when Shinkansen Passing and External Cable Reinforcement |
S6-19 |
| Choi, Byounghan |
Seismic Probabilistic Risk Assessment of Weir Structures considering the Earthquake Hazard in the Korean Peninsula |
S22-29 |
| Choi, Dong-Ho |
Running Safety of a High-Speed Train Through a Multi-Span Bridge under a Non-Uniform Moderate Earthquake |
S20-59 |
| Choi, Joon-Ho |
Experimental and Numerical Studies on the Shear Properties of Rubber Bearing Supports with Parameters of Axial Stress |
S1-1 |
| Cid, Clara |
Non-conventional Cable System in Multi-span Cable-stayed Bridges |
S5-157 |
| Clement, Antoine |
Long Term Monitoring of Millau Viaduct |
S24-103 |
| Clerc, Romain |
New Spatial Correlation Assessment Procedure: Application to Île-de- Ré Bridge Data |
S24-51 |
| Collin, Bertrand |
New Metro Infrastructures Projects: "From design to long-term reliable operation" |
S16-9 |
| Combault, Jacques |
Motsa Bridge, Israel - Design and Construction Engineering Challenges |
S17-41 |
| Connolly, Thomas |
Feasibility Study of Mass-Timber Cores for the UBC Brock Commons Tallwood Building |
S32-9 |
| Cornelius, Thomas |
Innovative Prefabricated Robustness Solutions for Story High Buildings |
S30-9 |
| Crémona, Christian |
Durability Design of the Concrete Caissons for the Artificial Peninsula of Monaco Territory |
S15-51 |
| Cui, Mingzhe |
Experimental and Numerical Study on the Shear Performance of RC Shear Walls Confined with Welded Reinforcement Grids |
S5-199 |
| Cynober, Charles |
Seismic Isolation of Greater Jakarta LRT |
S4-25 |
| Datry, Jean-Bernard |
Ashalim Solar Tower |
S28-25 |
| Davi, Denis |
Seismic Assessment and Retrofit of the Caronte Viaduct (A55 Highway, Martigues) |
S23-1 |
| Diamantidis, Dimitris |
Optimizing Monitoring – Implementation of Draft Guideline and Case Study of Roof Exposed to Snow Loads |
S27-27 |
| Duvnjak, Ivan |
Lessons Learnt from Full-Scale Tests of Bridges in Croatia and Sweden |
S24-127 |
| Eidem, Mathias |
The Submerged Floating Tube Bridge as an alternative for a crossing: pros and cons |
S33-9 |
| Erdogan, Julien-Erdem |
The Third Bosphorus Bridge: an Important Milestone on Long-span Cable Technology Development |
S19-25 |
| Etienne, Denis |
The Chernobyl Shelter: a Mega-structure for a Safe Confinement |
K-37 |
| Fairclough, Helen |
Optimization-driven Conceptual Design of Long Span Bridges |
S13-67 |
| Fakhouri, Abdalla |
New Accelerated Prefab Bridge Scheme – the NRW Bridge Modules |
S17-33 |
| Farouk, Abdelrahman H. |
Adoption of Precast Column-Base Pocket Connections with Rough Surface Interface in Long Span Bridges |
S5-135 |
| Feng, Ruiwei |
A Novel Method for Assessing the Critical Excitation Direction of Curved Bridges |
S5-173 |
| Fuchs, Nick |
Msikaba and Mtentu River Bridges – Large Scale Infrastructure in Rural South Africa |
S12-65 |
| Furinghetti, Marco |
Optimized Design of Seismic Isolation Systems for Existing Bridges |
S4-63 |
| Gagné, Martin |
Complementary Zinc Coatings |
S29-1 |
| Gao, Mang-mang |
Train-Bridge Dynamic Analysis Theory for Super Major Bridges and Its Engineering Applications |
S20-67 |
| Garsch, Maximilian |
Scanning of Existing Structures – an Entry into BIM |
S14-17 |
| Généreux, Grégory |
Repair of an Orthotropic Slab with UHPFRC Slab: Bridge at Illzach in France, Return from Experience after 5 years |
S8-9 |
| Geyer, Silvia |
5/6 Arches: a Megastructure becoming a land marking Monument |
S28-73 |
| Ghisbain, Pierre |
Performance-Based Fire Engineering for Hazard Assessment of Tall Buildings |
S9-19 |
| Giarlelis, Christos |
Seismic Upgrade of a Reinforced Concrete Building using Friction- Pendulum Isolators |
S26-9 |
| Giebat, Semjon |
Parametric, adaptive Design and Analysis of standardized Steel Composite Bridges |
S5-103 |
| Goede, Timo de |
Staged Structural Assessment of a Large Concrete Box-girder Bridge |
S21-103 |
| Gottsäter, Erik |
Measurements and simulation of temperature in a portal frame bridge |
S24-9 |
| Goyet, V. |
The Third Bosphorus Bridge – Erection Sequences of the Main Span |
S19-17 |
| Goyet, Vincent |
Roof of the Lille Stadium: Instability Phenomenon in Cover-plates of Tensed-plate |
S28-107 |
| Guo, Junjun |
Near-fault Isolation of Cable-stayed Bridge in Longitudinal Direction using Linear Friction Damper |
S4-31 |
| Guo, Wei |
Shake Table Studies of Seismic Damage of a Kilometre-scale cable- stayed Bridge |
S23-149 |
| Guth, Didier |
Innovative Developments of Steel and Concrete Composite Plates for two Recent Bridges in France, St Lazare Bridge and Viaduct of Guerville |
S13-51 |
| Haggade, Venkat |
Design & Construction of Iconic Signature Bridge in Delhi |
S12-73 |
| Haizhu, Xiao |
Large Span V-shaped Pier Continuous Rigid Structure Design of China- Maldives Friendship Bridge |
S5-33 |
| Hallopeau, Xavier |
Case Study Analysis of Wharf Repair Projects |
S15-9 |
| Hanley, Ciarán |
Variations of Safety Factors for Bridges over their Lifetime considering Changing Live Load Definitions |
S5-41 |
| Harris, Tony |
The Design of Strengthening and Refurbishment Works to the M4 River Usk Bridge, Wales |
S21-25 |
| Hasebe, Masanobu |
The Mega Floating City Green Float—Part III: Verification by Experiments and Analysis |
S31-17 |
| Hatami, Afshin |
Hybrid Analytical Modeling of Bridge Structures: An Innovative Approach |
S13-75 |
| He, Jun |
Elastic torsional rigidity of multi-cell box girders with corrugated steel webs |
S29-41 |
| He, Xinyi |
Bending Mechanical Properties of Composite Bridge Deck with Bulb Flat Ribs |
S2-33 |
| Hidalgo, Jorge |
Post Fracture Design of the NGI Sculpture Court Structural Glass Roof |
S11-21 |
| Hijab, Abdessalam |
Design and Sustainable Management of Liquid Wastewater Treatment Network using the GIS Tool and the Space-based Database (Geo-LD). |
S24-1 |
| Hong, Namhee-Kim |
Exploration of Long-span Cable Truss Structures |
S12-41 |
| Hong, Sung-Gul |
Punching Shear Strength of Concrete Slabs by Overlay of UHPC with Textile Reinforcement |
S21-53 |
| Hossain Bhuyan, Md Delwar |
Statistical Vibration-based Damage Localization on Saint-Nazaire Bridge Mock-up |
S6-71 |
| Huang, Yun |
Comparison of Different Design Codes on Fatigue Assessment of Typical Welded Joints in Orthotropic Steel Bridge Decks |
S7-35 |
| Huber, Peter |
TMD Systems for Increase of Damping within High-Rise Buildings |
S30-1 |
| Ientile, Silvia |
Methodology for the Dynamic Identification of Damaged Unreinforced Masonry Walls through Vibrations Tests |
S6-29 |
| Igarashi, Akira |
Influence of Phase Polarity of Bidirectional Seismic Ground Motion on Dynamic Response of Asymmetric Bridges |
S23-83 |
| Inoue, Kazuma |
Effect of Accelerogram Trajectory of Bi-directional Spectrum- Compatible Waves on Nonlinear Seismic Response of Structural Model |
S23-91 |
| Isailović, Dušan |
Bridge quality control using Bayesian net |
S27-51 |
| J. Huber, Johannes A. |
A Review of Structural Robustness with Focus on Timber Buildings |
S32-17 |
| Jaradeh, Youssef |
Occitanie Tower, a City in the Tower: For an Interactive Structural Design with the Architecture and Multifunctionality of the Tower |
S30-17 |
| Jarosz, Jakub Jan |
Forces in Temporary Piers in Bridge Built using Balanced Cantilever Method |
S24-35 |
| Jestin, Nicolas |
FLOATGEN – Design and Construction of the First Floating Wind Turbine in France |
S15-59 |
| Jestin, Olivier |
Zourite, a Kraken for Maritime Works |
S18-25 |
| Jones, V. |
The realisation of the 6.2km long Padma Multipurpose Road and Rail Bridge in Bangladesh |
S10-9 |
| Jurgens, Christiaan J. |
Bridging the Gap between 1st World Innovation and 3rd World Implementation |
S13-27 |
| Jurgens, Christiaan J. |
Communication: Megaprojects' Biggest Risk that No-one is Talking about |
S22-21 |
| Kaasa, Lars Halvor |
Modelling of Structural Damping in Time History Analyses of Seismic Response of Chacao Bridge |
S23-73 |
| Kaczkowski, Nicolas |
Stay Cable Replacement and Preservation of the Pertuiset Bridge for Strengthening |
S21-17 |
| Kajima, Atsukuni |
An Initialization Model with Reference to Finite Number of Failures |
S5-165 |
| Kalfas, Konstantinos N. |
Numerical Analysis of Wired Connections of the Reinforcement Bars of Steel Cages: the Slash-tying Technique |
S17-25 |
| Kanda, Shinya |
An Experimental Study on Seismic Performance of Concrete-Filled Steel Piers |
S23-125 |
| Kanwal, Farheen |
Evaluation of Response Modification factors in moment resisting frame buildings considering Soil Structure Interaction |
S26-33 |
| Kavrakov, Igor |
Quantification of the Influence of Aerodynamic Model Assumptions for Dynamic Analyses of Bridges |
S34-33 |
| Kersten, Jens |
Potentials of Autonomous UAS and Automated Image Analysis for Structural Health Monitoring |
S24-119 |
| Khan, Sameer |
Erection Engineering of the Skytrain Cable Stayed Bridge |
S17-1 |
| Khandel, Omid |
Multi-hazard Risk Assessment of Bridges Considering Climate Change |
|
| Kim, Jungin |
Stiffening Deck Erection Work for New Millennium Bridge, Multiple Span Suspension Bridge |
S17-17 |
| Kim, Se-Jin |
Risk Analysis of Vehicle on Bridge Deck During Strong Side Wind |
S22-37 |
| King, Matt |
Glass Sails of the Fondation Louis Vuitton: Approach to Robustness |
S28-81 |
| Kleiser, Michael |
Form Dynamics at Concrete Overpass Bridges |
S5-87 |
| Knapp, Graham |
Wind Loading of Legacy Infrastructure: Recent Experience from France |
S34-43 |
| Koitabashi, Yuichi |
Ultra High-rise Building with High Seismic Performance using High Efficiency Hybrid Vibration Control System: [Tokyo Garden Terrace Kioicho] Kioi Tower |
S28-1 |
| Kollegger, Johann |
Building Bridges using Thin-walled Pre-fabricated Elements |
S17-73 |
| Kollegger, Johann |
Innovative Method for the Production of Deck Slabs of Steel-concrete- Composite Bridges |
S5-223 |
| Kurihashi, Yusuke |
Failure Probability for Extreme Load Cases evaluated by FE- calculations – A Case Study for the Rockfall Protection Gallery Rieinertobel |
S27-35 |
| Lamarsaude, Cédric |
Diagnosis and Restoration of Four Historical Eiffel-Type Rail Viaducts |
S21-1 |
| Lampropoulos, Andreas |
Structural upgrade of deficient Unreinforced Masonry structures using Ultra High Performance Fibre Reinforced Concrete |
S26-75 |
| Leduc, Nicolas |
An innovative Fabrication Process from Rolled Helicoidal Steel Strips |
S29-23 |
| Leegwater, Arno |
The Extraordinary Noise-reduced Modular Expansion Joints of the Queensferry Bridge |
S19-9 |
| Lei, Jun |
Compatible Deformation in the Condition Assessment of Beam Structures |
S24-79 |
| Léonard, Romain |
A Particular Studies Management for an Unusual Bridge Project at Sea at la Réunion Island |
S18-17 |
| Lepourry, Clémence |
U-shaped Steel-concrete Hybrid Beams: an Alternative Solution for Long-span Beams |
S2-41 |
| Li, Chunyu |
Seismic Performance Evaluation of Fabricated Concrete Frame with Replaceable Energy Dissipation Connectors |
S4-71 |
| Li, Yong-xing |
Investigation of Bearings Unseating of Cable-stayed Bridges under Earthquakes |
S23-31 |
| Liakopoulou, Efstathia |
Seismic Upgrading of Reinforced Concrete Columns by FRP Jacketing |
S26-57 |
| Lim, Jihoon |
Technical Issues on Construction of Cable-stayed Bridge using UHPC |
S28-137 |
| Limongelli, Maria Pina |
Rating of Prognostic Performance Indicators through the Indicator Readiness Level |
S27-43 |
| Lin, Weiwei |
Preventive Maintenance on Superstructure and Pier of Aged Short- Span Steel Railway Structures |
S20-91 |
| Liu, Yanyan |
Investigation on Phase Lag of Bidirectional Model in Nonlinear Seismic Analysis |
S23-133 |
| Liu, Zhao |
Experimental Study on Seismic Behaviour of Precast Piers with Combined Grouted Sleeve Splice and Grouted Central Tenon |
S23-57 |
| Lorenz, Christoph |
Low Temperature Behaviour of High-Strength Structural Bolting Assemblies of Large Diameters |
S29-73 |
| Lösch, Claudia |
Multifunctional Inhomogeneous Lightweight Concrete Elements – Outline and Structural Behaviour |
S3-45 |
| Loss, Cristiano |
Hybrid CLT-Based Modular Construction Systems for Prefabricated Buildings |
S32-1 |
| Lozano-Galant, Jose A. |
Structural System Identification of Shear Stiffnesses in Beams by Observability Techniques |
S24-111 |
| Luo, Jun |
Crack Resistance Test and Analysis of Steel–UHPC Lightweight Composite Deck Structure |
S8-25 |
| Luo, Shi Dong |
Innovative Idea and Practice of Combined-Type Bridge Building |
S13-9 |
| M Wood, Jonathan G |
Merrison Revolutionised Design after 1970 UK Box Girder Collapses |
S25-17 |
| MacAulay, Barbara |
New Cable Stayed Bridge Across Storstrømmen |
S12-1 |
| Machida, Akira |
Re-Evaluation of Aerodynamic Stability of Suspension Bridges in Seto- Ohashi Bridges |
S34-25 |
| Macho, Martin |
Fatigue and Corrosion as a Threat for Steel Heritage Bridges |
S29-81 |
| Maffeis, Massimo |
One Single Model: a New Parametric Approach to Megastructures |
S13-35 |
| Mahlab, Ibrahim |
Mega Projects towards Egyptian Construction Renascence |
K-1 |
| Makhoul, Nisrine |
Preservation of an Existing Original Building by Studying its Dynamic Properties |
S6-1 |
| Malekzadeh, Masoud |
The Bearings and Integrated SHM System of the Johan Sverdrup Offshore Platform Facility |
S1-25 |
| Manzini, Nicolas |
Use of low-cost GNSS receivers for Structural Health Monitoring |
S24-17 |
| Maślak, Mariusz |
Value of Information in the Maintenance of a Tendon supported Large Span Roof |
S27-19 |
| Mathern, Alexandre |
Applying a Set-based Parametric Design Method to Structural Design of Bridges |
S5-215 |
| Matos, José C. |
An Overview of the European Situation on Quality Control of Existing Bridges – COST Action TU1406 |
S27-59 |
| McHaffie, Brandon |
Lessons Learnt from the 14th November Kaikōura Earthquake and Next Generation of Resilient Solutions for Bridges |
S23-141 |
| Mehta, Shekhar |
Mawaiya CLC: Technical Challenges in Design & Construction |
S5-25 |
| Meier, Urs |
An Update of Past Visions of Fiber Reinforced Megastructures |
S8-1 |
| Merlin-Manuelli, Cécile |
Newest High Performance Heavy Plates for Steel Bridges and Structures |
S29-49 |
| Meyer, Jocelyn |
A 3D Modelling for Transversal Analysis and Local Effects |
S5-119 |
| Miyachi, Kazuhiro |
Prediction of Breakage Position and Remaining Fatigue Life of Corroded Bridge Wires using 3D Scanner |
S24-27 |
| Möller, Eberhard |
Multihalle Mannheim – a Contribution to the Discussion about Maintenance Ideas and Visions for Future Utilization |
S11-11 |
| Montalvo, Edilberto Buenfil |
Design and Construction of the New "La Unidad" Bridge, Mexico |
S5-1 |
| Moriyama, Hitoshi |
Performance Enhancement of High-Strength Bolted Frictional Girder Connections Focused on Bearing Bolt Hole Deformation |
S29-65 |
| Moseley, Jon |
Implementing Resilience in Practice: Design for All in Anticipation of Earthquake Disaster |
S26-41 |
| Müllers, Ingo |
The Construction of a New Icon in Düsseldorf |
S11-29 |
| Munir, Ahmed |
Simplified Procedure for Estimating Modified Response Modification Factor of a Complex High-Rise Building |
S30-33 |
| Murakami, Yojiro |
Design and Construction of UHPFRC Deck for Replacement of Deteriorated Concrete Slab |
S8-17 |
| Mustafa, Atta E |
Numerical Analysis of Large Amplitude Nonlinear Vibration of High-Speed Train PRC Bridges and Design of Tuned Mass Dampers |
S20-19 |
| Nabawy, Mohamed |
A Systematic Review for the Implementation of Risk Management within Construction of Mega Housing Projects |
S22-11 |
| Nitiffi, Riccardo |
Numerical Seismic Assessment of Masonry Made of Compressed Earth Blocks |
S23-157 |
| Novák, Balthasar |
Strengthening of Two Major Highway Viaducts in Germany |
S21-79 |
| Novarin, Marco |
High Rigidity Suspension Bridges |
S12-17 |
| Ono, Shuhei |
The Mega Floating City Green Float—Part II: Construction Planning |
S31-9 |
| Orcesi, André |
A Life-cycle Analysis Approach applied to the Strengthening of the Jarama Steel Bridge |
S14-1 |
| Oshiro, Takeshi |
Planning and Design of a Two-story Arch Bridge with Solid-spandrel Upper Arches Built with CFRP Reinforced Concrete |
S2-9 |
| Oumouni, Mestapha |
An Adaptive NDT Inspection Strategy to Assess the Spatial Variability of Concrete Structures |
S24-43 |
| O’Hearne, Nicole |
Seismic analysis of the San Sebastian Basilica (Philippines) |
S25-25 |
| Pacheco, Pedro |
Span by Span Segmental Construction: OPS Impact in the LG50-S Laguna Case |
S17-9 |
| Pagan-Martinez, Juan |
Structural Analysis of the Fire Response of a Cut and Cover Tunnel |
S9-27 |
| Palmisano, Fabrizio |
A multilevel Approach for the Structural Vulnerability Assessment of Historical Water Tunnels. The Case of the Apulian Aqueduct. |
S25-1 |
| Paroli, Luca |
Seismic Isolator, Damper and Expansion Joint System for two Viaducts of Toluca – Mexico City Intercity Train |
S4-1 |
| Peigneux, Christophe |
Pont de l’Espace Grotte in Lourdes, Movable Footbridge upon the Gave de Pau (France) |
S28-57 |
| Picard, Ludovic |
Reinforcement of Felix Houphouët-Boigny bridge in Abidjan |
S21-61 |
| Pich, Bénédicte |
Chacao Bridge Foundations |
S5-9 |
| Pierret, Verena |
AQUATIS – Museum and Aquarium in Lausanne above a Car Park with Metro Connection |
S28-89 |
| Podges, Tian Martin |
A Decision Model for the Investment in Technology to Reduce Concrete Rework |
S3-53 |
| Poirriez, Catherine |
Building Complex Shapes with Simple Tools: Fast Track Design of "the Future of Us" Gridshell in Singapore |
S28-123 |
| Poirriez, Catherine |
Lightweight Megastructure: Design and Construction of a 100m Span Dome in Manila |
S28-115 |
| Pompeu-Santos, Silvino |
The Long Traffic Tunnels of Tomorrow |
S33-1 |
| Pré, Michel |
The Railway Station Project under the CNIT in La Défense, Paris: Answers to Complex Constraints |
S16-33 |
| Raffaele, Lorenzo |
Railway Megaprojects: a Semi-probabilistic Approach to Windblown Sand Action |
S10-1 |
| Rauch, Marion |
Modern Wind Turbines - Challenges and New Design Technologies for Tower Structures |
S28-9 |
| Rautenbach, Elana |
Reconstructing the Iron Age in 21st Century Style |
S28-17 |
| Ravahatra, N. Rakotovao |
Spatial Correlation Characterization using Windowing Method, Transfer through Concrete Carbonation Models |
S3-1 |
| Revuz, Julia |
The Challenges of a Cyclonic Region for the Construction of a Viaduct with a Launching Girder |
S18-1 |
| Rhodes, Steve |
Application of Finite Element Methods to Masonry Bridges |
S21-71 |
| Robazza, Brook R. |
Crossing the Ganges: The World’s Longest Extradosed Bridge |
S12-49 |
| Ruas, Simon |
Cable Stays – Queensferry Crossing |
S19-1 |
| Ryjáček, Pavel |
The Steel Railway Arch Bridge Behaviour under Short-time Brake and Acceleration Loading |
S5-191 |
| Sá, Carlos |
Lifecycle Assessment of Different Constructive Solutions in Aggressive Maritime Environments - Application to the Viaduct of the Oil Terminal of the Port of Leixões |
S15-1 |
| Sánchez Sánchez, María Teresa |
Suspensions Bridge Construction with Cohestrand® – Installation in Jungle Conditions |
S17-57 |
| Santos, Bruno O. |
Monitoring Cracks on Concrete Surfaces using Multi-temporal Images |
S24-95 |
| Santos, João |
Automatic Modal Operational Analysis of a Long-span Suspended Bridge using Pattern Recognition |
S6-63 |
| Santos, Luís Oliveira |
On-site Study of the Time-dependent Behaviour of Concrete: Evaluation of the Application of EC2 Prediction Models in Algeria |
S3-61 |
| Sasaki, Junichi |
The New Large Space Frame - TAMA-SUDARE |
S10-37 |
| Sato, Daiki |
Response Prediction of Passive Controlled Building with Viscous Dampers Considering its Performance Decrement under Long-Period Ground Motion |
S4-19 |
| Schlaich, Mike |
Form Optimized CFRP Reinforced and Post-tensioned Integral Concrete Bridge using Precast Girders |
S2-17 |
| Schnellenbach-Held, Martina |
Innovative bionic design of flat slabs |
S13-43 |
| Schoefs, Franck |
Added Value of Chloride Measurement on Wharves from SHM: a Case Study of iMareco2 Project |
S14-25 |
| Schwarz, Andreas |
Cable Stays – Asset Protection and Enhancement |
S12-25 |
| Seitz, Peter |
Increasing Planning Quality for a Project |
S5-49 |
| Serrano-Corral, Álvaro |
Widening of the 400 m Span Cable-stayed Bridge over the Rande Strait in Spain |
S21-9 |
| Simon, A. |
From a decrease of web thickness to a reinforcement optimization |
S5-79 |
| Sinn, Robert |
The One-Kilometer Tall Jeddah Tower |
K-17 |
| Skokandić, Dominik |
Structural Health Monitoring of Existing Bridges using Bridge Weigh- in-motion Measurements – Value of Information Analysis |
S27-1 |
| Solovev, Sergei |
Investigation of Long-Span Bridge Stability in Wind Tunnel |
S34-51 |
| Sonda, Devis |
Seismic Retrofit of Industrial Building using Damping Devices |
S26-17 |
| Song, Yanchen |
Development of Simplified Analytical Model for Predicting the Time- history of Ship Impact Loading on the Bridge |
S5-111 |
| Sossou, Gnida |
Reliability of Pre-stressed Elliptical Paraboloidal Concrete Shells |
S5-95 |
| Sousa, Hélder S. |
Possibilities of Bamboo Construction: From Vernacular Techniques to Industrialized Solutions |
S32-35 |
| Spiegler, Jennifer |
Welded Connections in innovative High Strength Steel Constructions |
S29-7 |
| Stäblein, Alexander R. |
Train Structure Interaction during Ship Impact for the New Storstrøm Bridge |
S20-75 |
| Staen, Gilles Van |
Buckling of Curved Webs in Steel Box Girders |
S29-15 |
| Steenbrink, Arjen |
The design of two Large Span Arch Bridges in the Port of Rotterdam |
S5-127 |
| Steenbrink, Arjen |
Prolife: Strengthening a Steel Railway Bridge with Deck Sections |
S21-95 |
| Stepinac, Mislav |
Condition Assessment of Timber Structures – Quantifying the Value of Information |
S27-9 |
| Stroetmann, Richard |
Resource Efficient Multifunctional Commercial Buildings |
S11-37 |
| Stroetmann, Richard |
Welds for High-Strength Steels – Development of New Design Rules |
S29-57 |
| Su, Di |
Performance-based Evaluation of Fire Resistance for Steel Bridges |
S9-1 |
| Sugimoto, Yuma |
Structural Development of Tensile Type Bolted Connections for Temporary Emergency Bridge Focusing on Rapid Election |
S17-49 |
| Svendsen, Martin N. |
Multi-Modal Flutter Analysis of a Long Floating Bridge |
S34-63 |
| Svetha, V. |
Response of Structural Concrete Assemblages to Thermo-Mechanical Loads |
S3-37 |
| Takeda, Tomoaki |
Reproduction of Long-span Bridge Seismic Responses Involving Tower- girder Pounding and Tower Link Failure Estimation for Large Earthquakes |
S23-117 |
| Takeuchi, Masaki |
The Mega Floating City Green Float—Part I: Concept and Technological Innovations |
S31-1 |
| Tang, Heqiang |
Feasibility Study for Large Span Railway Suspension Bridge in China |
S20-35 |
| Tanis, Jean Marc |
The New Coastal Road in La Réunion Island (France): From the Design Process to Construction |
K-25 |
| Tashiro, Daiki |
Finite Element Modeling and Verification of a Retrofitted Member of a Long-span Truss Bridge by Employing Stochastic System Identification |
S6-55 |
| Terwel, Karel |
Innovative Ways of Dealing with Existing Problems: How to reliably Assess the Cause of Damage of Masonry Structures in an Area with Man-induced Earthquakes? |
S23-39 |
| Thépaut, Rémi |
Seismic Design and Off-Site Construction of College Buildings for 500 Students with Timber Frame 3D Modules in Clisson (near Nantes, France) |
S32-27 |
| Thomas, Jean-Christophe |
Reliability of Inflatable Bridge Structures: Challenge and First Results for a New Eurocode |
S13-19 |
| Timm, Kim |
Lakeside Office Development on Dolomitic Ground |
S13-59 |
| Tong, Teng |
Seismic Performance of Precast Segmental Bridge Piers with High- strength Bars based on Cyclic Loading Test and Numerical Simulation |
S26-25 |
| Torrenti, Jean Michel |
Modelling of the Long Term Behaviour of Prestressed Concrete Structures: the Case of Nuclear Power Plants. |
S3-77 |
| Tran, Thanh-Binh |
Statistical Characterisation of Chloride Ingress Parameters from Normal and Accelerated Tests |
S15-27 |
| Traykova, Marina |
Simple Strengthening Techniques for Non-engineered Buildings against Seismic Actions |
S26-49 |
| Trowland, Morgan |
Design of Multi-Span Extradose Bridges in India: Two Case Studies |
S12-57 |
| Tsukishima, Daisuke |
Earthquake Countermeasures of Power Poles in Service on Railway Viaducts |
S23-7 |
| Umekawa, Yutaro |
Bridge Displacement Monitoring using Acceleration Measurement and Development of Efficient Bridge Management System |
S6-11 |
| Vacca, Nicolas |
Characterization of Dissipative Behaviour of a Reinforced Concrete Mock-up after Soft Impact Tests through Wavelet Analysis |
S4-47 |
| Vilke, Tor Gunnar |
Numerical Analysis of Pre-fabricated Reinforced Concrete Beams with Longitudinal Cavities |
S5-149 |
| Vincent, Hugues |
Yield Design Based Numerical Analysis of Three-dimensional Reinforced Concrete |
S3-69 |
| Virlogeux, Michel |
Long Span Bridges |
K-65 |
| Vitale, Roberta |
Chernobyl New Safe Confinement project – Steel arch permanent bearing |
S1-33 |
| Vivier, Aurélie |
Difficulties on Earthquake Design due to Standards Limits on an Extensive Offshore Bridge, Sheikh Jaber Al-Ahmad Al-Sabah Causeway in Kuwait |
S23-47 |
| Vivier, Aurélie |
Extension of Line 1 of Lille City Metro |
S16-1 |
| Waechter, Lucie |
Volgograd Arena Stadium Roof Lifting, Volgograd, Russia |
S17-65 |
| Wan, Tianbao |
The Key Techniques of Zhangjiajie's Grand Canyon Glass-bottom Suspension Bridge Design |
S28-43 |
| Wang, Jingyu |
Fragility Analysis of Girder Bridges Subjected to Multi-hazards |
S5-55 |
| Wang, Xiao-Qiang |
Very Large steel-concrete Composite Offshore Pontoon-type Structure: Concept and Analysis |
S15-43 |
| Weber, Felix |
New Adaptive Pendulum: Reduced Structural Acceleration, Base Shear, Displacement Capacity and Improved Rotation Capability |
S4-9 |
| Wu, Weijian |
Fatigue Crack Propagation Analysis of Rib-to-deck Welded Joint in OSDs using Linear Elastic Fracture Mechanics |
S7-9 |
| Xia, Ye |
Condition Assessment and Maintenance Strategies for Bridges at Individual and Network Level |
S14-33 |
| Xu, Chen |
Negative Bending Fatigue Damage on the Steel Fiber Reinforced Concrete Composite Girder |
S8-33 |
| Xu, Gongyi |
Innovation Design for New Style Truss Bridge in China |
S13-1 |
| Xu, Liyan |
Seismic Performance of Composite Inverted Pendulum Light Railway Station |
S23-23 |
| Xu, Zhenyu |
Numerical Analysis and Theoretical Studies on Progressive Collapse of Suspend Dome Structures |
S28-65 |
| Yamaguchi, Takahiro |
Highly Sensitive Damage Detection of Reinforced Concrete Bridge Slab by "Time-Variant Deconvolution" of SHF-Band Radar Signal |
S6-45 |
| Yi, Jiwoon |
A Numerical Study on Prediction of Collapse Pressure of UOE Pipes |
S25-9 |
| Yousfi, Adel |
The High-performance, Height-adjustable, Load-measuring Bearings of the New Route du Littoral Offshore Viaduct in La Réunion |
S18-9 |
| Yu, Xiangmin |
Performance Study of a Steel-Concrete Joint for Hybrid Cable-Stayed Bridge with 800m Main Span |
|
| Yuan, Siqi |
Experimental Investigation of Shear Behavior of Cantilevered Non- Prismatic Box Girder with Corrugated Steel Webs |
S29-31 |
| Zgheib, Elise |
Linear Regression Analysis of the Eurocode 2 Creep Model with Bayesian Update |
S3-29 |
| Zhang, Jiarui |
Effect of the Valley Slope on the Seismic Response of Deepwater Rigid-frame Bridge |
S23-101 |
| Zhang, Jie |
Multi-setup Operational Modal Testing of a Multi-span Viaduct |
S6-37 |
| Zhang, Qinghua |
An analytical Method for Evaluating the Fatigue Life of Perfobond Leisten Shear Connector Group under Cyclic Loading |
S7-27 |
| Zhang, Qinghua |
Fatigue Performance of Rib-to-deck Joint in Orthotropic Steel Bridge Deck with New Type of Both-Side Fillet Welded Joints |
S7-19 |
| Zhang, Yi |
Engineering structures for the CNM HSL |
S20-1 |
| Zhang, Yi |
The Vidourle Viaduct |
S20-11 |
| Zhao, Xin |
BRB and Viscous Damper Hybrid Vibration Mitigation Structural System: Seismic Performance Analysis Method and Case Studies |
S4-55 |
| Zhao, Xin |
Design Redundancy Analysis and Optimization for Steel Frame Structure |
S28-131 |
| Zhao, Xin |
Wind Performance Analysis Method Based on a Simplified Model for Tall Buildings with Viscous Outrigger |
S34-59 |
| Zhou, Lianxu |
Experimental Investigation on Transverse Steel Damper Seismic System for Cable-stayed Bridges |
S4-39 |
| Zhou, Rui |
Nonlinear Flutter Collapse Analysis of the Tacoma Narrows Bridge with a New Nonlinear Aerodynamic Force Model |
S34-9 |
| Zhu, Yaoyu |
Experimental Studies on the Cooperative Performance of Steel- concrete Composite Large-span Bridge Tower |
S2-25 |
| Zhuo, Weiding |
Experimental Studies of Seismic Performance of Precast Concrete Columns with High-strength and Conventional Steel Rebar |
S26-1 |
