|ABDELMAKSOUD, Ahmed M.
||Statistical Analysis of Bridge Management System Inspection Data
||Analytical Study on Curved Box Girder Bridges with Minimum Horizontal Stiffeners
||Post-Tensioned Stress Ribbon Systems in Long Span Roofs
||Intermeshing: A New Concept For Rapid Steel Erection
|ALAHMARI, Turki S.
||Load Testing of a Nonproprietary UHPC and HPC Superstructure
|Aldahlki, Husain S. A.
||Seismic Behavior of a Tall Building Reinforced with High Strength Bars
|ALMEIDA, Pedro A. de O.
||The partial collapse of the Bridge Galeria dos Estados in Brasília, DF, Brazil
|ALMEIDA Jr, Sálvio A.
||Nonlinear Finite Element Analysis of Non-Structural Components Anchorage under Extreme Wind Loads
||Overcoming the Critical Barriers to Implementing Sustainable Concept in Kuwait Cement Manufacturing.
||Risk Management Framework for Mega Bridge Project in Kuwait
|AN, L. S.
||Reliability-Based Fatigue Evaluation Considering Various Initial Conditions of Defects
|ANDERSEN, Jacob Egede
||Structural Health Monitoring of Henry Hudson I89
|ANTES, Robert P.
||Preserving the Past as Society Evolves
|Aparicio García, Jorge
||Integral safe expansion joint: a new long-service-life joint for bridges
||Statistical survey of existing reinforced and pre-stressed bridge types for the AT-CZ region within the "ATCZ190 SAFEBRIDGE" Project
||A curved footbridge with hidden extras
||Strengthening of steel girder bridges using coiled pins
||Feasibility study of wind tunnel aeroelastic tests on bridges with floating towers
||Analytical Study on Bearing Capacity as a Structural System of Corroded Steel Bridge
||Structural Design of Office Building with Resilience and Redundancy using Viscoelastic Dampers
||Use of Integrated Viscous Dampers to Control Wind Induced Vibrations in Tall Buildings
||Exploring the Potential Use of GFRP Bars in Earthquake-Resistant Concrete Structures
||Finite Element Analysis of CRTS III Slab Track Model
||The City of Calgary 12 Street Bridge Replacement and Monitoring
||Optimization of orthotropic girders in cable supported bridges by parametric studies
||Duplex stainless steels: sustainable materials for highly durable structures
||Seismic Strengthening of Existing RC Structure Through External 3D Exoskeleton
|BARTLETT, F. Michael
||Reliability of Structures that Pass Imperfect Proof Load Tests
||Aesthetic considerations in the design of the 200-year bridge
||Design of bridges that catalyze city development
||St. Philips footbridge in Bristol. A new river crossing for urban regeneration
|BEANE, Jeffrey A.
||The John F. Kennedy Center for the Performing Arts Expansion Project
||Replacement of the Viaduct of Marly Le Roi
||Harvesting New York City - Old-Growth Urban Forestry
||35 Hudson Yards: Adapting to Urban Infrastructure with High Strength Concrete
||Monitoring, analysis and durability assessment of a concrete cable-stayed bridge
||Solutions to the problem of safe pedestrian traffic flow in cities
||Energy-Based Robustness Measure for Deteriorating Structures
||Seismic Resilience of Deteriorating RC Bridges and Road Networks under Climate Change
||Manhattan West: Converting Site Challenges into Design Opportunities
||Bio-based construction materials for a sustainable future
||Rational Analysis for Understanding Skewed Steel Bridge Cross-Frame Behavior
||Lanciau Bridge – First spatial tubular truss railway bridge
||Challenge of conserving resources - Concepts for the Construction of medium span Bridges with a Service Life of 200 Years
||Challenges towards Design Review due to Cultural and Human Factors
||Practical Examples of Successful Design Review
||Kingston Third Crossing
||Notes of a Journeymen Architect
||Quantifying Wire Stresses in Main Cables Using Neutron Diffraction
||Restoration and Conversion of a Historic Building into a New Learning Park
|CAMPOS, Javier E.
||Load Rating of the San Francisco-Oakland Bay Bridge West Span
||Exploring potential benefits of bridge condition assessment in highway operations
||Overlay Replacement Feasibility Study of the Burlington Cable Stayed Bridge
|CARRION, Juan E.
||Precast Core Wall System for High-Rise Buildings
||An old bridge transformed into a new one: possible, recommendable?
||Finite element modeling of concrete beams reinforced with basalt FRP bars
||Health monitoring of long span bridges and design verification with typhoon data
|CHAPMAN, Ron J.
||Weather Forecasting Technology Applied to Structures Improves Resiliency
||Modeling the interaction between non-uniform corrosion of rebar and corrosion-induced cover cracking
||Multi-Vehicle Load Identification Using Existing Bridge Health Monitoring System
||Design Quality Management of The New Samuel De Champlain Bridge
||Random Analysis of the Safety of a High-Speed Train through a Bridge under Earthquake
||Study on bearing structure and joint seismic resistance of large span non-landing arch on high-speed railway station
||One Vanderbilt: Unprecedented Project Delivery Through Integrated Innovation
||Design of a cable-stayed footbridge adaptable to various urban areas
|COBAS, Ana C.
||Timber constructions as a main participant in the solution of housing problem
||Design of Gridshells – Challenges and Advances in Design
|COX, Simon B.
||Shaded Dome: a hybrid air-supported – tensile membrane structure
||Seismic risk evaluation of existing masonry buildings: methods and uncertainties
||Structural safety and design under climate change
||Stay Cable Anti icing Technologies Developments
||Design of a Remarkable Bascule Bridge Over an Historical Canal
||Two Outstanding Aluminum Pedestrian Bridges in a National Historic Site
||Comparison of Track-Beam Interaction among Chinese Code, Eurocode and Japanese code
||Strategy to Assess the Aerodynamic Performance of the Golden Gate Bridge during the Planned Seismic and Wind Retrofit Program
|DANIEL, Ryszard A.
||Handling Accidents and Calamities in Hydraulic Structures
|DE BOER, A.
||Improvements of a Nonlinear Analysis Guideline for the Re-examination of Existing Urban Concrete Structures
|de Corte, Wouter
||The Behavior of Tiled Laminate GFRP Composites, a Class of Robust Materials for Civil Applications
||Multiple view anomaly detection in images from UAS structure inspection using CNNs
||Replacement of the Myrtle Avenue Viaduct
||The Third Bosporus Bridge monitoring
|della CA', Danilo
||New York – a metropolis of challenging bridge expansion joint applications
|DER GAAG, B.J. VAN
||Structural bridge design for additive manufacturing
||Interrelation of Architectural Form and Wind Climate on the Wind Performance of Supertall Towers
||LaGuardia Airport Design Build Extends Runway Decks for Safety Improvement
||Super-long span bridge aerodynamics: on-going results of the TG3.1 benchmark test – Step 1.2
||The efficient use of precast concrete technology in the construction of elevated guideways
||Parametric study of the load-bearing mechanisms in RC beam-grids to resist progressive collapse
||Construction methods for building the Hisingen Bridge
||Predicting project performance using pre-construction performance indicators–a case study evaluation
|EL SARRAF, Raed
||Learnings from the past to design metallic bridges spanning centuries into the future
||Engineering as a Prerequisite for Growth: New York and its Infrastructure
||Base Isolation for Seismic Retrofitting of Flexible Residential Building
||Deviation saddles for cables bridges: development and qualification ofstay cable technology
||Inducing behavioural change in transportation - mobilizing human ressource
||Ullevaal Stadium Bridge - a cycling network over a freeway interchange
||Assessing the durability and residual carrying capacity of a prestressed footbridge built in Brussels (Belgium) in 1944
||Experimental study of rib distortion in orthotropic steel decks
||Multi-story truss moment frames equipped with friction dampers and self-centering system for enhanced seismic performance
||Post tensioned box girder bridges made from thin-walled pre- fabricated elements
|FEATHERSTON, Nicholas R.
||Design for extreme seismic event scenarios for long span bridges in the Ring of Fire
||Steel Truss-Type Arches Optimization Under Multi-Load Cases
||Deep renovation up to zero energy through Add-ons: the ABRACADABRA Project
||Hidden Strength in Historic Buildings
||Seismic Behavior of Curved Bridge in Mountain Area
||Why the 200-year bridge is a myth - a new perspective towards an evolving structure
||Lessons from the Cardington Fire Tests: Applications in the Performance-Based Fire Design
||Experimental Research on an Assembled Steel Damping Device with the Large Temperature Displacement
||A new method for cable shape finding of self-anchored suspension bridges
||MTA NYCT Enhanced Station Initiative Program: Innovation in Design Build Information Management, Passenger Modeling, and VR
||Ecological mass timber as an answer to affordable housing in Switzerland?
||Robotics in Construction and the New Era of Efficient Concrete Bridges
||Case studies of corrosion risk assessment using ISO 9223 and ISO 9224
|GEIJSEN, Ronald R.L.
||Design of a temporary and transportable drawbridge
||Investigation of Under-Deck Cable-Stayed Footbridges under Dynamic Pedestrian Loading
||Demonstrating Performance-Based Fire Design of Composite Buildings
||Potential Insights from Performance-Based Design of Fire Protection in Tall Buildings
||Structural Systems for Mass Timber Buildings
||Influence of water, alkali activators, and curing regime on the workability and compressive strength of the alkali activated mortar
||Crack widths in portal frame bridges subjected to restraint effects
||The Third Bosporus Bridge – the Aerodynamic Stability of the Steel Segments During the Lifting
||Concurrent Probability of Earthquake and Hurricane
||Test and Numerical Study on the Seismic Performance of A Cable Restrainer for Girder Bridges
||Third Panama Crossing Project – a new reference in stay cable technology
||Evaluation on anti-collision performance of multi-level bumper type anti-collision device
||Kinetic Architecture Application at The Shed at Hudson Yards
|HANDZHIYSKI, Lachezar V.
||Innovative Seismic Design using Performance-based Procedures
|HANSEN, Søren G.
||Anisotropic Concrete Compressive Strength in Existing Structures
||Investigation based management of hinged deck bridges in the UK
||Application of 3D Bridge Information Modeling in the Life-cycle of Bridges
||Investigation and Diagnosis of Fatigue Cracks of Rib-to-Deck Welded Joints in Orthotropic Decks by the Phased Array Ultrasonic Scanner
||Multi-hazard analysis of tropical cyclone return periods
||Designing Seismic Resilient Railway Structures Combining Japanese Seismic and ASHTO Design Standards
||A Simplified Method to Predict the Full-Range Moment-Rotation Behavior of Bolted Endplate Connections
|HEGGADE, V. N.
||Engineering Materials & System for Highway Structure - An Indian Perspective
||More Is Less – The Integral Mass Timber Bridge
||Restoration of a historic reinforced concrete structure with Ultra-High Performance Fiber Reinforced Concrete
||Load-carrying capacity of RC members in the viaducts of Railway where ASR occurred
||Bridge bearing solutions that facilitate quick and efficient bearing installation and bridge construction
||Timber-concrete composite frame joint for high-rise buildings
||A practical approach for supporting decisions in bridge condition assessment and monitoring
|HONG, Namhee K.
||Exploration of Cable-Supported Pedestrian Bridges
||Application of ultra-high performance concrete for thermal resistance materials
||Design Fire Scenarios for Railway Tunnel Fires
||Research on the anti-cracking ability of large composite girder cable- stayed bridge
||System Identification of Long-Span Suspended Footbridges
||Vibration Serviceability of Long Span Cable Bridges using Long-term Monitoring Data
||Simulation of Palu IV Bridge Collapse using Near-Fault Ground Motions
||Standardization and Optimization of Orthotropic steel deck with Numerical modelling
|Islam, Md. Mashfiqul
||Fresh and Mechanical Properties of Zero-Cement One-Part Geopolymer Mortar and Concrete
||Flood Resilience Code Impacts: Case Studies of Recently Completed Projects in New York City
||Ultimate spans and optimal rise relations of steel arches
||Service life predictions for RC bridges under time-varying climate conditions and traffic loads
||Pier 55, NYC: A Case Study for the Future of Design, Documentation and Fabrication
|JOHANSEN, Inger Lise
||Proven technology for a new structure: Submerged Floating Tube Bridge
|JOHNSON, Arne P.
||Extending the Life of Historic Concrete Bridges
||Automated Integration: A New Frontier in BIM
||Fatigue study on rib-to-deck welded joint considering weld penetration rate
||Development in culvert repair technology: Strengthening using UHPFC shotcrete
|KARDON, Joshua B.
||Forensic Engineering: Professional Liability Risks of Engineering Sustainable Materials and Systems, Designing for Durability, and Pushing Materials to Their Limits
||Aerodynamic Shape Tailoring of Buildings: A Fusion of CFD, Stochastics, Machine Learning and Beyond
|KARYPIDIS, Dimitrios F.
||Structural Health Monitoring of RC structures using optic fiber strain measurements: a deep learning approach
||A CFD Study on the Influence of Free-stream Deterministic Gusts on the Critical Flutter Velocity of Streamlined Bridge Decks
||Steel Sheet Shear Walls with Burring Holes for Low- to Mid-Rise Housings
||A trial construction of high durability railway viaducts with local aggregates
||Deep Learning Based Framework for Long-term Management of Bridges Considering Climate Change Effects
||Determination of Basic Wind Velocity for Wind Load-Governed Limit State
||Risk Assessment of Vehicle on a Bridge for Strong Wind based on Wind-tunnel Experiment
||Blast Mitigation Design for Urban Steel Structures Subjected to Close- in Detonations
||Equivalent static wind load procedure for skew winds on large bridges
|KLEISSL, Kenneth C.
||General Design of Hollow RC Sections under Combined Actions
||Beam tests for a wireless modal-based bridge monitoring system
||Design of Huge Complex Building of Two Structurally Independent Seismic Isolation Structures Coupled by Unique Expansion Joint
||Dynamic Analysis of a Swivel-Joist-Expansion-Joint by Truck Crossing Simulations
||Structural design constructability verification using BIM
||Low-cost affordable single family housing in Poland. Light steel frame as an alternative construction solution
|KRAUS, Michael A.
||Using Data Glasses inside a modern BIM approach for the Planning, Construction and Maintenance of Structures
||Towards efficiency in constructive timber engineering - design and optimization of timber trusses
||Benchmarking of a Plasticity Material Model for Numerical Simulation of Concrete Filled Steel Tubes
||Refurbishment of orthotropic steel bridge decks by bolted solutions
||Static and Dynamic Strain Measurements using Sensing Sheets for Damage Detection
||Study on improvement of strength of Beam-column Joints at railway RC rigid-framed viaducts
||Optimization studies on diagrid columns realized with Wire-and-Arc Additive Manufacturing process
|LaMalva, Kevin J.
||ASCE/SEI Advancements in Structural Fire Engineering
||Punching shear resistance of UHPFRC
|Lampropoulos, Andreas P.
||Experimental investigation of the behaviour of Unreinforced Masonry strengthened with UHPFRC
||Punching Shear Capacity of Steel Fiber Reinforced Concrete Slab- Column Connections
||Optimizing Skyscrapers' Spatial Integrated DSF-MTMD System Under Wind Loads
||Strengthening of a City Center Tunnel with Concrete Screw Anchors under Special Boundary Conditions
||Calibration of Load and Resistance Factors for the Design of Cable Members in Cable-supported Bridges Using Optimization of Strength
|LEE, J. H.
||Preliminary Safety Evaluation Method of Buildings using Unmanned Aerial Vehicle (UAV)
|LEE, Seung Han
||Operations Management Strategy of Cable-supported Bridge using Seismic Accelerometer
||Simplified Interactive Flexure-Shear Design Method for Concrete Beams Based on Plastic Stress Field
|LEJANO, Bernardo A.
||C-section Cold-Formed Steel as Structural Members in Housing Construction in the Philippines
|LEON, Roberto T.
||Advanced Simulations for Seismic Design of Reinforced Concrete Joints
||The Louis Vuitton Foundation and ist Design under Turbulent Wind
||Structural response reconstruction using inclinometer and velocimeter
||Research on Effective Temperature of T‐Shaped Girder for Jointless Bridges in China
||A Long-life Maintenance Strategy for Existing Steel Railway Structures in Japan
||Dynamic behavior of an innovative replaceable pier structure under lateral impact loadings
||Performance-Based Design Research on a Long-Span High-Speed Railway Suspension Bridge
||Research on Construction Informatization of Railway Steel Bridge Based on BIM in China
||Design and Practice of Structural Health Monitoring System for Large Span Urban Rail Transit Bridge Based on Internet of Things
||Analytical Solutions for Flexural Stress of One-way UHPC-NC Hybrid Slab
||Full-Scale Performance Evaluation of Structure-Dynamic Vibration Absorber Systems
||Behaviour of dual eccentrically braced steel frames with short and long seismic links
||Flutter Analysis Using Quasi-Steady Time-Domain Flutter Derivatives
||Design and Construction of the Komono Secon Viaduct in Mie, Japan
|MANNING, Mark P.
||Testing of an Ultrahigh-performance Concrete Overlay Developed Using Local Materials
||Wireless System for the Detection and Mitigation of Explosions in Tunnels
||Overview of Design of Structures to Extreme Hazards
||Restoration of Two Historic Movable Bridges
||Recent Developments on Seismic Resistant Technologies for Accelerated Bridge Construction
||Sustainability-driven structural design using artificial intelligence
||Bridge Health Monitoring by Infrared Thermography
||Design of Integral Abutment Bridges for a Lateral Slide Replacement
||Anchorages of stirrups under transverse tension in concrete - development of a design model
||Vibration Response of a Monumental Stair: Design & Validation
||Application of Modular Air-Tuned Damper System in High-Rise Buildings
||Optimizing the multi-hazard resilience of bridge and building structures
||Strengthening Paudèze bridges decks using UHPFRC struts
|MERMIGAS, Konstantinos Kris
||Burlington Bay Skyway Hanger Fail-Safe System
||Seismic Upgrade of Historic Buildings/ Performance Based Design Approach: 1789 Massachusetts Ave. Case Study
||Replacement of the Schwelmetal Viaduct in Germany – Use of BIM
||Design application and verification of equivalent static wind loads in bridge design
|Milacek, McKenna S.
||Revisiting Low Income Residential Construction Options in Spokane
||Diagnostics and monitoring of the longest span extradosed bridge in Europe
||Buildings as bridges: Hangzhou Greenland inter-tower bridge and draped roof
|MITOULIS, Stergios A.
||Risk and resilience of bridgeworks exposed to hydraulic hazards
||Remaining Capacity of Corroded Gusset Plate Connection
||Reduction of Seismic Risk of Infrastructure via Daily Management Works
||New construction ideas for special housing complexes
||Integrated seismic risk in developing countries: the case-studies of Palestine and Algeria
||Sliding materials – the often essential but generally weakest links in bridge bearings and expansion joints
|Morris, Isabel M.
||Experimental approaches to estimate concrete properties with ground penetrating radar
||Performance of Retrofitted Concrete Buildings during the September 19, 2017 Earthquake in Mexico City
||Design and Construction of the Samuel De Champlain Bridge, Montreal, Canada
||Vehicle Weight Estimation Using Wireless Accelerometers on a Steel-Box Girder Bridge
||Fatigue assessment of an existing orthotropic steel deck to comply with future traffic intensity
||Proactive maintenance method for fatigue cracks to steel bridge deck without traffic disruption
|Napolitano, Rebecca K.
||Understanding cracks in historic structures: Quantitative assessment though numerical simulation and manifold learning
|NAPOLITANO, Rebecca K.
||Virtual Tours and Augmented Reality for Direct Data Integration
|NASAB, Maxim D
||Prescribing Bridge Architecture for Social Resilience
||UHPC: a Durable Concrete Overlay Solution for Bridge Decks
||Urban Infrastructure: Design and Preservation - Brooklyn Bridge Rehabilitation Program
||Parametrization and BrIM in large infrastructure projects – project study from RV3/25 Norway
||Modular CLT – Time to swallow the offsite pill
|NGUYEN, Minh Hai
||Shear characteristics of perfobond strip with SFRM based on push-out and pull-out tests
||Sensitivity Studies of the Resilience of RC Columns to Various Fire Scenarios
||FE Modeling and Verification by Model Updating with 3D Shape Measurement and System Identification
|NOLAN, Steven J.
||The 200-year Bridge Substructure – Foundations for Resilience and Sustainability
||Design and construction methods for UHPFRC bridge deck
||A universal UHPC shell element for consideration of future building with precast elements
||Ending the Market for Human Slavery Through Design
||Mass Timber: Looking Back to Effectively Look Forward
||Study on Evaluation Procedures for Prestressed Concrete Bridges Damaged by Salt Attack with Severe Corrosion of PC Cables
||Main span closure for the New Samuel de Champlain Bridge (NSCB) - An innovative alternative closure using a temporary king-post to accelerate construction
|OSMAN LETELIER, Juan Pablo
||Application of Prestressed CFRP Textiles for the Development of Thin- Walled Concrete Structural Elements
|PADILLA PHILIPPS, Diego
||TwentyTwo Bishopsgate, London
||Aerodynamic design of the floating bridges
||Finite Element Model Updating for a Suspension Bridge Using Deep Neural Networks
||Evaluating Section Loss in Corroded Steel Strands
||Prediction of Bearing Lifetime Demands by Considering the Bridge Design and Location Parameters
||Upside Down: Historic Tram Goes Underground – an Infrastructure Challenge on the Way to a Modern City
||NHNY Via Verde – A New Design Standard For Affordable Housing
|PERAZA, David B.
||Tropicana Garage Collapse
||Tall Mass Timber Present and Future – 2 Case Studies
||London Expanding - Adding Value Through Fine Engineering
||Timber modification by radio wave technology
||Incremental Launching Method for Cayirköy bridges
||The building permit – how to standardize traditionally established processes
||Experimental Investigation of Adhesive Bonding for Post‐installed Rebars into Concrete at High Temperatures
||Palmetto Section 5 SR-826/SR-836 Interchange
||Effect of Aggregate Size on the Retention of Conventional and Rubberized Chip Seal
||Corrosion Protection of bridges for a lifetime by thermally sprayed zinc based duplex coating systems
|PRICE, Bill N.
||Designing buildings to deliver city densification over transport infrastructure
||Predicting the change of hydraulic loads on bridges: a case study in Italy with a 100-year database
|RAKOCZY, Anna M.
||Can 100-year-old steel railroad bridges continue to be used in service?
||Axial Behavior of Corroded H-Piles
||Advanced concretes for high temperature applications
||Concepts of Energy-Autonomous Building Climate Automation
||The Krause Gateway Center
||Traffic loading – AASHTO, State Implementations and International Codes of Practice
|RINCON, Luis F.
||Comparative analysis for monitoring long-term behavior of box girder bridges in Colombia
||Experimental Study of High Temperature Performance of Steel Suspension Bridge Wires
||Longest Simple Span Steel Plate Girder Bridges in Florida – I-75 over SR 50 Twin Bridges
||Why not straddle it? I-75 Ramp H-4 Bridge and Integral Straddle Bent Cap
|Roelofs, Michelle B.
||Mass Timber: 19 Century to Today
||Design and production automation for the A16 tunnel in Rotterdam
|ROY, B C
||Globalization of Structural Design and Construction in Developing Countries
||Steel Orthotropic Deck Systems – Ideal Solution for 200 Year Bridges
||Effects of Problem Formulation on Engineering Innovativeness
||Models as design tools – physical models and their epistemic value
|RUIZ BARBA, Ulises
||Seismic Response Analysis of a Retrofitted Concrete Building in Mexico City
|RUIZ DE VILLA, Arturo
||Design of structural systems for artworks fabrication and installation in urban areas
|Sajedi, Seyed Omid
||Intensity-Based Feature Selection for Near Real-Time Damage Diagnosis of Building Structures
|SALGADO, Rafael A.
||A Two-Stage Strength Assessment Methodology for Deep Concrete Cap Beams
||Successfulness of BIM application – reality or wishful thinking?
||Seismic Strengthening Design and Construction of Rocking Piers of a Road Bridge
||Strain monitoring on pre-stressed CFRP laminates through computer vision
||Anticipate Construction of Single Pylon Cable-Stayed Kretek II Bridge in Near-Fault Zone
||Efficient Post-Tensioned Slab Design Informed Through Topology Optimization
||Enhanced Seismic Systems for Mass-Timber Structures
|SAUTER, Brett W.
||Inspection and Load Rating of P-T Segmental Bridges
||NYC Transit Flood Resiliency: Case Studies of Recently Completed Mitigation Strategies
||Carbon reinforced concrete and temperature
||Urban Infrastructure: The Signature Cable-Stayed Bridge in Delhi
||The Structural Dynamics of the World Trade Center Catastrophe
||Gerald Desmond Bridge Replacement Project Industry Innovations
|SCHULTZ, Joshua A.
||Failure Prediction Model for 3-Ply CLT Panels
||Improving Corrosion Performance of Thermal Sprayed Coatings with a Zn-Mg-Al Alloy
||CFRP strengthening system to increase fatigue resistance of bridges
|SHEIKH, Imran Ahmed
||An Integrated Framework for Seismic Risk Assessment of Reinforced Concrete Buildings Based on Structural Health Monitoring
||Experimental investigation of precast assembled bridge columns with UHPC-filled connections
||Numerical study on bonding strength of ribbed reinforcing bars in UHPC with material ductility
||Experimental Study on Shear Behavior of Perfobond Connector with Boot Shaped Slots
||Structural design of Revolving Entrance Doors
||New facades for sustainable renovated buildings
||Fire safe glazing with additional requirements
||Construction Techniques and Development of 1st Monorail System in Thailand
|SIWOWSKI, Tomasz W.
||Distributed fibre optic sensors for advanced structural health monitoring of FRP composite bridge
|SKORPEN, Sarah A.
||Measured earth pressures behind an integral bridge abutment
|SNIJDER, H.H. (Bert)
||Rainwater Ponding on Roof Structures with Interaction between Main Girders and Purlins
|Soares, José M. S.
||Structural design and globalization – the particular case of bridge construction equipment
|SOBRINO, Juan A.
||The Fort York Footbridges in Toronto. The first Duplex Stainless-Steel bridges in North America
|SOBRINO, Juan A.
||Sustainability design strategies for cable-stayed bridges
||The effect of hydrophobic impregnation on chloride ingress into cracked concrete
||Conceptual Design of balanced Cable-Stayed Bridges
||The 200 Year Bridge - The New Goethals Bridge as a Roadmap
|STAROSSEK, Rudolf T.
||Section-Model Wind Tunnel Test for Flexible Suspended Pedestrian Bridges
||Eccentric-wing flutter stabilizer – Simplified analysis and main findings
|STEIN, Michael A.
||Evolving Infrastructure - Light and Transparent
||Structural assessment and retrofitting of damaged reinforced concrete water bridge
||Study of Column Buckling Lengths of Braced and Unbraced Frames in Fire Situations
||Pass a delicate and robust traffic line as pedestrian through a conflicting urban area
||Influence of changing environment conditions on the development of shrinkage strain and the expansion coefficient of large concrete specimens
||Live load analysis for the Hisingen Bridge
||Great open spaces for emergency covered with Hemp cables nets
||Damage Assessment of Prestressed Concrete Girders Using Crack Fractal and Frequency
||Research on Friction between Grade Flat Approach Slab and Sliding Material in Jointless Bridges
||Tawatinâ Bridge - An Extradosed Rail and Pedestrian Bridge
|TAYLOR, Zachary J.
||Objective-based equivalent static wind loads for long-span bridges
|TERWEL, Karel C.
||Contributing human and organizational factors for the failure of balconies in Maastricht
||Successful Moveable Bridges
||Ontology-based sharing of structural health monitoring data
|TRAYKOVA, Marina D.
||Interventions on historic and existing structures – why and how
|TRAYKOVA, Marina D.
||Research in the application of UHPFRC for strengthening existing structures in Bulgaria
||Recent advancements in the monitoring of bridges using "smart" components
||The Role of LiDAR in the Realm of Bridge Assessment
||Designing sustainable footbridges: comparing steel, concrete and FRP.
||Damage Assessment of a continuous Hollow Core Deck Bridge subjected to ASR
||Restrained concrete shrinkage effect on Concrete Elements strengthened with UHPFRC layers
||Below-Grade Expansion Joints: Challenges and Best Practices
||Reliability-Based Site-Specific Live Load Models for the Gordie Howe International Bridge
||Numerical investigation of built-up cold-formed steel beams connected by spot welding
||Aerial Crack View: Crack monitoring in concrete bridges through image processing acquired by UAV
|VALENZUELA, Matías A.
||Proposal methodology to assess debris current design in traditional Chilean Bridges
|VAN GOOL, Richard M.
||Wind Loading on Catenary Domes
||Terra Cotta Flat Arches: A Historic Modern-Day Challenge
||Pre-posterior analysis of inspections incorporating degradation of concrete structures
||Towards 2222, science fiction or an educated guess for the design of bridges?
|VINEYARD, Preston D.
||Design of the Governor Mario M. Cuomo Bridge
||Comparative analysis and applicability of optimal composite sections for small to middle span girder bridges
||Cable Replacement in North America
||Bridge over the Vistula river in Toruń (Poland)
||Innovative hybrid GFRP system for bridges and helipads
||Automated data acquisition to show the actual performance during the construction process
|WANG, Peter Y.
||Low-Frequency Sine Webs for Improved Shear Buckling Performance of Plate Girders
||Efficient Structural Design Using a Numerical Optimization Technique
||Reliability Analysis of Underground Structures Using Metamodels and FORM
||Experimental Studies on Seismic Performance of Rigid-frame Extradosed Cable-stayed Bridges
||Adaptive TMD System for Reduced Space Demand in Tall Buildings
||Stadthöfe Hamburg – Innovative Structural Design between Water, Heritage and Modern Lifestyle
||A Gathering Place for Tulsa – Taking the Midland Valley Trail Across Riverside Drive
|WOODWARD, Ryan M.
||Polyester Rope Suspended Footbridge – Five Years in Service
|WRIGHT, Kenneth J.
||Design for Future Transit Rail Maximizes Benefits from Initial Investment for the Gov. Mario M. Cuomo Bridge
|WRIGHT, Kenneth J.
||Durability of Piles for Water-Level Pile Caps for the Gov. Mario M. Cuomo Bridge
||Seismic Performance of Self-Centering UHPC Retainers Applied to Medium-Small Span Concrete Bridges
||Experimental Study on the Fatigue Behavior of Cracked Steel Component Repaired with High Strength Bolt Reinforced Stop-hole and CFRP Patched Stop-hole
||The Fatigue Performance of High Performance Concrete Composite Girder
||Research on Extending Span of Box Girder Bridge with Corrugated Steel Webs up to 300m
||Pseudo-static Test on Mechanic Behavior of Pile with Pre-Hole filled by Foam in IABs
||Collapse Simulation of Damaged Reinforced Concrete Frame Structures in Earthquakes
|YEOMANS, Stephen R
||Galvanized Reinforcement in Bridge and Coastal Construction
||Performance Study of a Steel-Concrete Joint for Hybrid Cable-Stayed Bridge with 800m Main Span
||Shear Behavior of Corroded RC Beams Considering Concrete Spalling Damage
||Assessment of wind-induced vibration suppression and energy harvesting using facades
||Performance analysis on Twin-I girder bridges using hollow tubular top flanges
||Analysis of a Modular Timber/Concrete Composite System for Short- Span Bridges
||Effects of Fatigue Damage on Bond Behavior between Corroded Rebar and Concrete
||Pullout Behavior of Steel Beam-Concrete Wall Pinned Joints with T- shaped Connectors
||Effects of Core Concrete on the Buckling Behavior of Ultra-High Strength Reinforcement Bars
||Fire of steel and composite beam bridges