| ABDELMAKSOUD, Ahmed M. |
Statistical Analysis of Bridge Management System Inspection Data |
897-901 |
| ADACHI, Junichi |
Analytical Study on Curved Box Girder Bridges with Minimum Horizontal Stiffeners |
1359-1364 |
| AHMED, Samih |
Post-Tensioned Stress Ribbon Systems in Long Span Roofs |
533-539 |
| AL-SABAH, Salam |
Intermeshing: A New Concept For Rapid Steel Erection |
187-194 |
| ALAHMARI, Turki S. |
Load Testing of a Nonproprietary UHPC and HPC Superstructure |
1257-1263 |
| Aldahlki, Husain S. A. |
Seismic Behavior of a Tall Building Reinforced with High Strength Bars |
117-122 |
| ALMEIDA, Pedro A. de O. |
The partial collapse of the Bridge Galeria dos Estados in Brasília, DF, Brazil |
2187-2195 |
| ALMEIDA Jr, Sálvio A. |
Nonlinear Finite Element Analysis of Non-Structural Components Anchorage under Extreme Wind Loads |
1905-1910 |
| AlSanad, Shaikha |
Overcoming the Critical Barriers to Implementing Sustainable Concept in Kuwait Cement Manufacturing. |
850-857 |
| AlSanad, Shaikha |
Risk Management Framework for Mega Bridge Project in Kuwait |
2396-2404 |
| AN, L. S. |
Reliability-Based Fatigue Evaluation Considering Various Initial Conditions of Defects |
1772-1776 |
| ANDERSEN, Jacob Egede |
Structural Health Monitoring of Henry Hudson I89 |
2120-2130 |
| ANTES, Robert P. |
Preserving the Past as Society Evolves |
2427-2434 |
| Aparicio García, Jorge |
Integral safe expansion joint: a new long-service-life joint for bridges |
1251-1256 |
| APOSTOLIDI, Eftychia |
Statistical survey of existing reinforced and pre-stressed bridge types for the AT-CZ region within the "ATCZ190 SAFEBRIDGE" Project |
504-511 |
| ARASON, Magnus |
A curved footbridge with hidden extras |
1995-2000 |
| ARASON, Magnus |
Strengthening of steel girder bridges using coiled pins |
38-43 |
| ARGENTINI, Tommaso |
Feasibility study of wind tunnel aeroelastic tests on bridges with floating towers |
2650-2655 |
| ARIMURA, Kentaro |
Analytical Study on Bearing Capacity as a Structural System of Corroded Steel Bridge |
1393-1397 |
| ASAKAWA, Takeshi |
Structural Design of Office Building with Resilience and Redundancy using Viscoelastic Dampers |
1689-1695 |
| ASHCROFT, Ian |
Use of Integrated Viscous Dampers to Control Wind Induced Vibrations in Tall Buildings |
362-368 |
| AUMAN, Hayato |
Exploring the Potential Use of GFRP Bars in Earthquake-Resistant Concrete Structures |
473-478 |
| AWALUDIN, Ali |
Finite Element Analysis of CRTS III Slab Track Model |
555-564 |
| AZARNEJAD, Azita |
The City of Calgary 12 Street Bridge Replacement and Monitoring |
2107-2113 |
| BAANDRUP, Mads |
Optimization of orthotropic girders in cable supported bridges by parametric studies |
963-968 |
| BACKHOUSE, Andrew |
Duplex stainless steels: sustainable materials for highly durable structures |
1619-1626 |
| BADIN, Lorenzo |
Seismic Strengthening of Existing RC Structure Through External 3D Exoskeleton |
1017-1023 |
| BARTLETT, F. Michael |
Reliability of Structures that Pass Imperfect Proof Load Tests |
570-575 |
| BEADE-PEREDA, H. |
Aesthetic considerations in the design of the 200-year bridge |
943-949 |
| BEADE-PEREDA, Héctor |
Design of bridges that catalyze city development |
2711-2719 |
| BEADE-PEREDA, Héctor |
St. Philips footbridge in Bristol. A new river crossing for urban regeneration |
2015-2022 |
| BEANE, Jeffrey A. |
The John F. Kennedy Center for the Performing Arts Expansion Project |
2538-2541 |
| Bellot, Rémi |
Replacement of the Viaduct of Marly Le Roi |
902-906 |
| BERGSAGEL, Dan |
Harvesting New York City - Old-Growth Urban Forestry |
831-836 |
| BESJAK, Charles |
35 Hudson Yards: Adapting to Urban Infrastructure with High Strength Concrete |
95-101 |
| BILISZCZUK, Jan |
Monitoring, analysis and durability assessment of a concrete cable-stayed bridge |
409-416 |
| BILISZCZUK, Jan |
Solutions to the problem of safe pedestrian traffic flow in cities |
2354-2362 |
| BIONDINI, Fabio |
Energy-Based Robustness Measure for Deteriorating Structures |
2547-2551 |
| BIONDINI, Fabio |
Seismic Resilience of Deteriorating RC Bridges and Road Networks under Climate Change |
1123-1128 |
| BISWAS, Preetam |
Manhattan West: Converting Site Challenges into Design Opportunities |
2683-2690 |
| Block, Rijk |
Bio-based construction materials for a sustainable future |
859-865 |
| BOUGACHA, S. |
Rational Analysis for Understanding Skewed Steel Bridge Cross-Frame Behavior |
1371-1375 |
| BOUVET, Caroline |
Lanciau Bridge – First spatial tubular truss railway bridge |
2767-2772 |
| BRAML, Thomas |
Challenge of conserving resources - Concepts for the Construction of medium span Bridges with a Service Life of 200 Years |
1583-1590 |
| BREHM, Eric |
Challenges towards Design Review due to Cultural and Human Factors |
1412-1419 |
| BREHM, Eric |
Practical Examples of Successful Design Review |
2156-2164 |
| BROWNLIE, Keith |
Kingston Third Crossing |
921-927 |
| Brownlie, Keith |
Notes of a Journeymen Architect |
1802-1808 |
| BRÜGGER, Adrian |
Quantifying Wire Stresses in Main Cables Using Neutron Diffraction |
1388-1392 |
| BUDDEE, Samard |
Restoration and Conversion of a Historic Building into a New Learning Park |
2492-2499, 2521-2528 |
| CAMPOS, Javier E. |
Load Rating of the San Francisco-Oakland Bay Bridge West Span |
1404-1410 |
| CAO, Wen-Jun |
Exploring potential benefits of bridge condition assessment in highway operations |
2371-2376 |
| CAO, Yinghong |
Overlay Replacement Feasibility Study of the Burlington Cable Stayed Bridge |
1094-1099 |
| CARRION, Juan E. |
Precast Core Wall System for High-Rise Buildings |
110-116 |
| Carro-López, Diego |
An old bridge transformed into a new one: possible, recommendable? |
950-955 |
| CARTER, Jordan |
Finite element modeling of concrete beams reinforced with basalt FRP bars |
460-466 |
| Carter, Matt |
Health monitoring of long span bridges and design verification with typhoon data |
774-787 |
| CHAPMAN, Ron J. |
Weather Forecasting Technology Applied to Structures Improves Resiliency |
417-423 |
| CHEN, Junyu |
Modeling the interaction between non-uniform corrosion of rebar and corrosion-induced cover cracking |
1947-1953 |
| Chen, Limu |
Multi-Vehicle Load Identification Using Existing Bridge Health Monitoring System |
2452-2457 |
| CHOI, Carol |
Design Quality Management of The New Samuel De Champlain Bridge |
1820-1828 |
| CHOI, Dong-Ho |
Random Analysis of the Safety of a High-Speed Train through a Bridge under Earthquake |
2055-2062 |
| CHUANPING, Liu |
Study on bearing structure and joint seismic resistance of large span non-landing arch on high-speed railway station |
2295-2301 |
| CLEARY, Andrew |
One Vanderbilt: Unprecedented Project Delivery Through Integrated Innovation |
1851-1857 |
| Clerici, Franco |
Design of a cable-stayed footbridge adaptable to various urban areas |
1662-1666 |
| COBAS, Ana C. |
Timber constructions as a main participant in the solution of housing problem |
630-633 |
| CORREA, Cristobal |
Design of Gridshells – Challenges and Advances in Design |
1428-1436 |
| COX, Simon B. |
Shaded Dome: a hybrid air-supported – tensile membrane structure |
2773-2779 |
| CROCE, Pietro |
Seismic risk evaluation of existing masonry buildings: methods and uncertainties |
2509-2514 |
| CROCE, Pietro |
Structural safety and design under climate change |
1129-1134 |
| CROS, Emmanuel |
Stay Cable Anti icing Technologies Developments |
1938-1943 |
| CUSSON, Benoit |
Design of a Remarkable Bascule Bridge Over an Historical Canal |
1635-1640 |
| CUSSON, Benoit |
Two Outstanding Aluminum Pedestrian Bridges in a National Historic Site |
1641-1646 |
| Dai, Gonglian |
Comparison of Track-Beam Interaction among Chinese Code, Eurocode and Japanese code |
2254-2261 |
| DALLAIRE, Pierre-Olivier |
Strategy to Assess the Aerodynamic Performance of the Golden Gate Bridge during the Planned Seismic and Wind Retrofit Program |
2738-2744 |
| DANIEL, Ryszard A. |
Handling Accidents and Calamities in Hydraulic Structures |
2181-2186 |
| DE BOER, A. |
Improvements of a Nonlinear Analysis Guideline for the Re-examination of Existing Urban Concrete Structures |
425-431 |
| de Corte, Wouter |
The Behavior of Tiled Laminate GFRP Composites, a Class of Robust Materials for Civil Applications |
884-889 |
| DEBUS, Paul |
Multiple view anomaly detection in images from UAS structure inspection using CNNs |
1984-1991 |
| DECORGES, Guy |
Replacement of the Myrtle Avenue Viaduct |
124-130 |
| DELEMONT, Thierry |
The Third Bosporus Bridge monitoring |
1971-1976 |
| della CA', Danilo |
New York – a metropolis of challenging bridge expansion joint applications |
757-766 |
| DER GAAG, B.J. VAN |
Structural bridge design for additive manufacturing |
195-199 |
| DEVIN, A.F. |
Interrelation of Architectural Form and Wind Climate on the Wind Performance of Supertall Towers |
369-376 |
| DeVito, Anthony |
LaGuardia Airport Design Build Extends Runway Decks for Safety Improvement |
2229-2238 |
| DIANA, Giorgio |
Super-long span bridge aerodynamics: on-going results of the TG3.1 benchmark test – Step 1.2 |
2644-2649 |
| DREAS, Gilberto |
The efficient use of precast concrete technology in the construction of elevated guideways |
136-143 |
| Droogné, Didier |
Parametric study of the load-bearing mechanisms in RC beam-grids to resist progressive collapse |
1071-1078 |
| EKHOLM, Kristoffer |
Construction methods for building the Hisingen Bridge |
144-148 |
| EKSTRÖM, Daniel |
Predicting project performance using pre-construction performance indicators–a case study evaluation |
1437-1442 |
| EL SARRAF, Raed |
Learnings from the past to design metallic bridges spanning centuries into the future |
1238-1243 |
| ENNIS, Marie |
Engineering as a Prerequisite for Growth: New York and its Infrastructure |
744-749 |
| ERDOGAN, J.E |
Base Isolation for Seismic Retrofitting of Flexible Residential Building |
1029-1034 |
| ERDOGAN, Julien-Erdem |
Deviation saddles for cables bridges: development and qualification ofstay cable technology |
976-983 |
| ERNST, C. |
Inducing behavioural change in transportation - mobilizing human ressource |
846-849 |
| ERNST, Chrstian |
Ullevaal Stadium Bridge - a cycling network over a freeway interchange |
2001-2006 |
| Espion, Bernard |
Assessing the durability and residual carrying capacity of a prestressed footbridge built in Brussels (Belgium) in 1944 |
1382-1387 |
| FANG, Heng |
Experimental study of rib distortion in orthotropic steel decks |
704-710 |
| Faraji, Keyhan |
Multi-story truss moment frames equipped with friction dampers and self-centering system for enhanced seismic performance |
1711-1718 |
| FASCHING, Stephan |
Post tensioned box girder bridges made from thin-walled pre- fabricated elements |
1520-1525 |
| FEATHERSTON, Nicholas R. |
Design for extreme seismic event scenarios for long span bridges in the Ring of Fire |
1898-1903 |
| FENU, Luigi |
Steel Truss-Type Arches Optimization Under Multi-Load Cases |
1338-1344 |
| FERRANTE, Annarita |
Deep renovation up to zero energy through Add-ons: the ABRACADABRA Project |
252-262 |
| Friedman, Donald |
Hidden Strength in Historic Buildings |
2479-2484 |
| FUJIKURA, Shuichi |
Seismic Behavior of Curved Bridge in Mountain Area |
2048-2054 |
| Gabler, Markus |
Why the 200-year bridge is a myth - a new perspective towards an evolving structure |
210-214 |
| GALLUZZI, N. |
Lessons from the Cardington Fire Tests: Applications in the Performance-Based Fire Design |
333-338 |
| GAO, Hao |
Experimental Research on an Assembled Steel Damping Device with the Large Temperature Displacement |
291-294 |
| GAO, Zhan |
A new method for cable shape finding of self-anchored suspension bridges |
519-525 |
| Garavito-Bruhn, Eci |
MTA NYCT Enhanced Station Initiative Program: Innovation in Design Build Information Management, Passenger Modeling, and VR |
2221-2227 |
| GAUDRY, Laurent |
Ecological mass timber as an answer to affordable housing in Switzerland? |
621-629 |
| GAUVREAU, Paul |
Robotics in Construction and the New Era of Efficient Concrete Bridges |
182-186 |
| Gedge, Graham |
Case studies of corrosion risk assessment using ISO 9223 and ISO 9224 |
1959-1962, 1992-1993 |
| GEIJSEN, Ronald R.L. |
Design of a temporary and transportable drawbridge |
526-532 |
| GEORGIADIS, Konstantinos |
Investigation of Under-Deck Cable-Stayed Footbridges under Dynamic Pedestrian Loading |
1654-1661 |
| GERNAY, Thomas |
Demonstrating Performance-Based Fire Design of Composite Buildings |
339-343 |
| Ghisbain, Pierre |
Potential Insights from Performance-Based Design of Fire Protection in Tall Buildings |
321-327 |
| GLEASON, Tim |
Structural Systems for Mass Timber Buildings |
1156-1161 |
| Gomaa, Eslam |
Influence of water, alkali activators, and curing regime on the workability and compressive strength of the alkali activated mortar |
2760-2765 |
| GOTTSÄTER, E. |
Crack widths in portal frame bridges subjected to restraint effects |
1100-1104 |
| GOYET, Vincent |
The Third Bosporus Bridge – the Aerodynamic Stability of the Steel Segments During the Lifting |
2656-2663 |
| GU, Xianglin |
Concurrent Probability of Earthquake and Hurricane |
2248-2252 |
| GU, Yitong |
Test and Numerical Study on the Seismic Performance of A Cable Restrainer for Girder Bridges |
1696-1705 |
| GUESDON, Matthieu |
Third Panama Crossing Project – a new reference in stay cable technology |
1225-1230 |
| GUO, Haoxin |
Evaluation on anti-collision performance of multi-level bumper type anti-collision device |
432-435 |
| HAMILL, Brian |
Kinetic Architecture Application at The Shed at Hudson Yards |
767-772 |
| HANDZHIYSKI, Lachezar V. |
Innovative Seismic Design using Performance-based Procedures |
2063-2068 |
| HANSEN, Søren G. |
Anisotropic Concrete Compressive Strength in Existing Structures |
2406-2412 |
| HARRIS, Tony |
Investigation based management of hinged deck bridges in the UK |
1777-1782 |
| HATAMI, Afshin |
Application of 3D Bridge Information Modeling in the Life-cycle of Bridges |
1548-1551 |
| HATTORI, Masafumi |
Investigation and Diagnosis of Fatigue Cracks of Rib-to-Deck Welded Joints in Orthotropic Decks by the Phased Array Ultrasonic Scanner |
799-804 |
| HATZIKYRIAKOU, Adam |
Multi-hazard analysis of tropical cyclone return periods |
2603-2609 |
| HAUSSNER, Christian |
Designing Seismic Resilient Railway Structures Combining Japanese Seismic and ASHTO Design Standards |
1449-1455 |
| HE, Shubin |
A Simplified Method to Predict the Full-Range Moment-Rotation Behavior of Bolted Endplate Connections |
1345-1350 |
| HEGGADE, V. N. |
Engineering Materials & System for Highway Structure - An Indian Perspective |
823-830 |
| Helbig, Thorsten |
More Is Less – The Integral Mass Timber Bridge |
1604-1612 |
| HERRAIZ, Borja |
Restoration of a historic reinforced concrete structure with Ultra-High Performance Fiber Reinforced Concrete |
2500-2508 |
| HIROTA, Mototsugu |
Load-carrying capacity of RC members in the viaducts of Railway where ASR occurred |
1457-1463 |
| Hoffmann, Simon |
Bridge bearing solutions that facilitate quick and efficient bearing installation and bridge construction |
1922-1929 |
| HÖLTKE, Tim |
Timber-concrete composite frame joint for high-rise buildings |
1136-1140 |
| HONFI, Dániel |
A practical approach for supporting decisions in bridge condition assessment and monitoring |
2136-2141 |
| HONG, Namhee K. |
Exploration of Cable-Supported Pedestrian Bridges |
2007-2014 |
| HONG, Sung-Gul |
Application of ultra-high performance concrete for thermal resistance materials |
263-270 |
| HUA, Nan |
Design Fire Scenarios for Railway Tunnel Fires |
82-86 |
| HUANG, Yuhao |
Research on the anti-cracking ability of large composite girder cable- stayed bridge |
1274-1281 |
| HWANG, Doyun |
System Identification of Long-Span Suspended Footbridges |
1667-1671 |
| HWANG, Eui-Seung |
Vibration Serviceability of Long Span Cable Bridges using Long-term Monitoring Data |
1539-1546 |
| IMRAN, Iswandi |
Simulation of Palu IV Bridge Collapse using Near-Fault Ground Motions |
1314-1320 |
| IQBAL, Nouman |
Standardization and Optimization of Orthotropic steel deck with Numerical modelling |
1351-1358 |
| Islam, Md. Mashfiqul |
Fresh and Mechanical Properties of Zero-Cement One-Part Geopolymer Mortar and Concrete |
2795-2799 |
| JACKSON, Matt |
Flood Resilience Code Impacts: Case Studies of Recently Completed Projects in New York City |
2619-2623 |
| JÄRVENPÄÄ, Esko |
Ultimate spans and optimal rise relations of steel arches |
990-994 |
| JIANG, Chao |
Service life predictions for RC bridges under time-varying climate conditions and traffic loads |
1117-1122 |
| JO, Yong-Wook |
Pier 55, NYC: A Case Study for the Future of Design, Documentation and Fabrication |
2787-2794 |
| JOHANSEN, Inger Lise |
Proven technology for a new structure: Submerged Floating Tube Bridge |
68-73 |
| JOHNSON, Arne P. |
Extending the Life of Historic Concrete Bridges |
1080-1087 |
| JORDAN, Alexander |
Automated Integration: A New Frontier in BIM |
1858-1865 |
| Ju, Xiaochen |
Fatigue study on rib-to-deck welded joint considering weld penetration rate |
675-682, 696-703 |
| KACZKOWSKI, Nicolas |
Development in culvert repair technology: Strengthening using UHPFC shotcrete |
1892-1896 |
| KARDON, Joshua B. |
Forensic Engineering: Professional Liability Risks of Engineering Sustainable Materials and Systems, Designing for Durability, and Pushing Materials to Their Limits |
1815-1819 |
| Kareem, Ahsan |
Aerodynamic Shape Tailoring of Buildings: A Fusion of CFD, Stochastics, Machine Learning and Beyond |
345-351 |
| KARYPIDIS, Dimitrios F. |
Structural Health Monitoring of RC structures using optic fiber strain measurements: a deep learning approach |
397-402 |
| KAVRAKOV, Igor |
A CFD Study on the Influence of Free-stream Deterministic Gusts on the Critical Flutter Velocity of Streamlined Bridge Decks |
2671-2676 |
| KAWAI, Yoshimichi |
Steel Sheet Shear Walls with Burring Holes for Low- to Mid-Rise Housings |
2780-2786 |
| KAWAMURA, Kotaro |
A trial construction of high durability railway viaducts with local aggregates |
1917-1921 |
| KHANDEL, Omid |
Deep Learning Based Framework for Long-term Management of Bridges Considering Climate Change Effects |
2624-2628 |
| KIM, J.H. |
Determination of Basic Wind Velocity for Wind Load-Governed Limit State |
2677-2681 |
| KIM, Se-Jin |
Risk Assessment of Vehicle on a Bridge for Strong Wind based on Wind-tunnel Experiment |
170-175 |
| KIM, Yongwook |
Blast Mitigation Design for Urban Steel Structures Subjected to Close- in Detonations |
448-452 |
| KIVILUOMA, Risto |
Equivalent static wind load procedure for skew winds on large bridges |
2573-2579 |
| KLEISSL, Kenneth C. |
General Design of Hollow RC Sections under Combined Actions |
591-596 |
| KOHM, Mareike |
Beam tests for a wireless modal-based bridge monitoring system |
669-674 |
| KOKONNO, Masaru |
Design of Huge Complex Building of Two Structurally Independent Seismic Isolation Structures Coupled by Unique Expansion Joint |
1681-1688 |
| KÖPPL, Johannes |
Dynamic Analysis of a Swivel-Joist-Expansion-Joint by Truck Crossing Simulations |
1882-1886 |
| Kotze, Dirk |
Structural design constructability verification using BIM |
1573-1578 |
| KOZŁOWSKI, Aleksander |
Low-cost affordable single family housing in Poland. Light steel frame as an alternative construction solution |
228-234 |
| KRAUS, Michael A. |
Using Data Glasses inside a modern BIM approach for the Planning, Construction and Maintenance of Structures |
2197-2202 |
| KROMOSER, Benjamin |
Towards efficiency in constructive timber engineering - design and optimization of timber trusses |
1141-1148 |
| KROYER, Robert |
Benchmarking of a Plasticity Material Model for Numerical Simulation of Concrete Filled Steel Tubes |
565-569 |
| KUHLMANN, U. |
Refurbishment of orthotropic steel bridge decks by bolted solutions |
1111-1115 |
| KUMAR, V. |
Static and Dynamic Strain Measurements using Sensing Sheets for Damage Detection |
390-396 |
| KUNII, Michihiro |
Study on improvement of strength of Beam-column Joints at railway RC rigid-framed viaducts |
683-690 |
| Laghi, Vittoria |
Optimization studies on diagrid columns realized with Wire-and-Arc Additive Manufacturing process |
177-181 |
| LaMalva, Kevin J. |
ASCE/SEI Advancements in Structural Fire Engineering |
719-723, 928 |
| LAMPROPOULOS, Andreas |
Punching shear resistance of UHPFRC |
866-871 |
| Lampropoulos, Andreas P. |
Experimental investigation of the behaviour of Unreinforced Masonry strengthened with UHPFRC |
878-883 |
| LANDLER, Josef |
Punching Shear Capacity of Steel Fiber Reinforced Concrete Slab- Column Connections |
467-472 |
| Lavan, Oren |
Optimizing Skyscrapers' Spatial Integrated DSF-MTMD System Under Wind Loads |
1191-1197 |
| LECHNER, Johannes |
Strengthening of a City Center Tunnel with Concrete Screw Anchors under Special Boundary Conditions |
1492-1501 |
| LEE, H.H. |
Calibration of Load and Resistance Factors for the Design of Cable Members in Cable-supported Bridges Using Optimization of Strength |
1365-1370 |
| LEE, J. H. |
Preliminary Safety Evaluation Method of Buildings using Unmanned Aerial Vehicle (UAV) |
2471-2477, 2599 |
| LEE, Seung Han |
Operations Management Strategy of Cable-supported Bridge using Seismic Accelerometer |
788-793 |
| LEI, Haipeng |
Simplified Interactive Flexure-Shear Design Method for Concrete Beams Based on Plastic Stress Field |
2094-2098 |
| LEJANO, Bernardo A. |
C-section Cold-Formed Steel as Structural Members in Housing Construction in the Philippines |
235-240 |
| LEON, Roberto T. |
Advanced Simulations for Seismic Design of Reinforced Concrete Joints |
1706-1710 |
| LEROY, Amaury |
The Louis Vuitton Foundation and ist Design under Turbulent Wind |
540-547 |
| LI, Yixian |
Structural response reconstruction using inclinometer and velocimeter |
1977-1983 |
| Lin, Jianhui |
Research on Effective Temperature of T‐Shaped Girder for Jointless Bridges in China |
1264-1268 |
| LIN, Weiwei |
A Long-life Maintenance Strategy for Existing Steel Railway Structures in Japan |
1783-1789 |
| LIU, Chengdong |
Dynamic behavior of an innovative replaceable pier structure under lateral impact loadings |
453-458 |
| LIU, Xiaoguang |
Performance-Based Design Research on a Long-Span High-Speed Railway Suspension Bridge |
1726-1732 |
| LIU, Xiaoguang |
Research on Construction Informatization of Railway Steel Bridge Based on BIM in China |
1552-1559 |
| LIU, Xueshan |
Design and Practice of Structural Health Monitoring System for Large Span Urban Rail Transit Bridge Based on Internet of Things |
891-896 |
| LIU, Zhao |
Analytical Solutions for Flexural Stress of One-way UHPC-NC Hybrid Slab |
548-554 |
| LOVE, Shayne |
Full-Scale Performance Evaluation of Structure-Dynamic Vibration Absorber Systems |
357-361 |
| LUKAČEVIĆ, Ivan |
Behaviour of dual eccentrically braced steel frames with short and long seismic links |
1673-1680 |
| MAHEUX, Sébastien |
Flutter Analysis Using Quasi-Steady Time-Domain Flutter Derivatives |
2664-2670 |
| MAKITA, Tohru |
Design and Construction of the Komono Secon Viaduct in Mie, Japan |
278-283 |
| MANNING, Mark P. |
Testing of an Ultrahigh-performance Concrete Overlay Developed Using Local Materials |
1627-1633 |
| MARJANISHVILI, S. |
Wireless System for the Detection and Mitigation of Explosions in Tunnels |
87-93 |
| MARJANISHVILI, Shalva |
Overview of Design of Structures to Extreme Hazards |
2240-2247 |
| MARZELLA, Frank |
Restoration of Two Historic Movable Bridges |
2263-2272 |
| Mashal, Mustafa |
Recent Developments on Seismic Resistant Technologies for Accelerated Bridge Construction |
1289-1297 |
| MATHERN, Alexandre |
Sustainability-driven structural design using artificial intelligence |
1057-1064 |
| MATSUMOTO, Masato |
Bridge Health Monitoring by Infrared Thermography |
2444-2451 |
| MCFADDEN, Matthew |
Design of Integral Abutment Bridges for a Lateral Slide Replacement |
2337-2344 |
| MEDZITI, Mirhat |
Anchorages of stirrups under transverse tension in concrete - development of a design model |
576-584 |
| MENDES, S. |
Vibration Response of a Monumental Stair: Design & Validation |
738-743 |
| MENDES, Sebastian |
Application of Modular Air-Tuned Damper System in High-Rise Buildings |
1198-1203 |
| MENDEZ-GALINDO, C. |
Optimizing the multi-hazard resilience of bridge and building structures |
2629-2636 |
| MENÉTREY, Philippe |
Strengthening Paudèze bridges decks using UHPFRC struts |
1469-1475 |
| MERMIGAS, Konstantinos Kris |
Burlington Bay Skyway Hanger Fail-Safe System |
2720-2725 |
| METTAM, Kirk |
Seismic Upgrade of Historic Buildings/ Performance Based Design Approach: 1789 Massachusetts Ave. Case Study |
1329-1336 |
| Meyer, Robert |
Replacement of the Schwelmetal Viaduct in Germany – Use of BIM |
1836-1843 |
| MIKKONEN, A. |
Design application and verification of equivalent static wind loads in bridge design |
2586-2592 |
| Milacek, McKenna S. |
Revisiting Low Income Residential Construction Options in Spokane |
241-246 |
| MIŚKIEWICZ, Mikołaj |
Diagnostics and monitoring of the longest span extradosed bridge in Europe |
794-798 |
| MITCHELL, Toby |
Buildings as bridges: Hangzhou Greenland inter-tower bridge and draped roof |
1741-1746 |
| MITOULIS, Stergios A. |
Risk and resilience of bridgeworks exposed to hydraulic hazards |
436-441 |
| MIYASHITA, Takeshi |
Remaining Capacity of Corroded Gusset Plate Connection |
1105-1110 |
| MIZUTANI, Daijiro |
Reduction of Seismic Risk of Infrastructure via Daily Management Works |
1024-1028 |
| MOLA, Franco |
New construction ideas for special housing complexes |
247-251 |
| MONTEIRO, Ricardo |
Integrated seismic risk in developing countries: the case-studies of Palestine and Algeria |
2566-2571 |
| MOOR, Gianni |
Sliding materials – the often essential but generally weakest links in bridge bearings and expansion joints |
1231-1237 |
| Morris, Isabel M. |
Experimental approaches to estimate concrete properties with ground penetrating radar |
2419-2426 |
| MURCIA-DELSO, Juan |
Performance of Retrofitted Concrete Buildings during the September 19, 2017 Earthquake in Mexico City |
1305-1313 |
| NADER, Marwan |
Design and Construction of the Samuel De Champlain Bridge, Montreal, Canada |
2329-2336 |
| NAGAYAMA, Tomonori |
Vehicle Weight Estimation Using Wireless Accelerometers on a Steel-Box Girder Bridge |
805-810 |
| NAGY, Wim |
Fatigue assessment of an existing orthotropic steel deck to comply with future traffic intensity |
711-717 |
| NAKATA, Ryo |
Proactive maintenance method for fatigue cracks to steel bridge deck without traffic disruption |
2745-2752 |
| Napolitano, Rebecca K. |
Understanding cracks in historic structures: Quantitative assessment though numerical simulation and manifold learning |
2485-2491 |
| NAPOLITANO, Rebecca K. |
Virtual Tours and Augmented Reality for Direct Data Integration |
2203-2212 |
| NASAB, Maxim D |
Prescribing Bridge Architecture for Social Resilience |
1791-1796 |
| NAULT, Gregory |
UHPC: a Durable Concrete Overlay Solution for Bridge Decks |
1613-1618 |
| NAVALURKAR, R. |
Urban Infrastructure: Design and Preservation - Brooklyn Bridge Rehabilitation Program |
2753-2759 |
| NESSA, Kristin |
Parametrization and BrIM in large infrastructure projects – project study from RV3/25 Norway |
1866-1872 |
| NEVE, Oliver |
Modular CLT – Time to swallow the offsite pill |
641-649 |
| NGUYEN, Minh Hai |
Shear characteristics of perfobond strip with SFRM based on push-out and pull-out tests |
2078-2082 |
| NI, Shuna |
Sensitivity Studies of the Resilience of RC Columns to Various Fire Scenarios |
732-736 |
| NISHIKAWA, Takafumi |
FE Modeling and Verification by Model Updating with 3D Shape Measurement and System Identification |
1049-1056 |
| NOLAN, Steven J. |
The 200-year Bridge Substructure – Foundations for Resilience and Sustainability |
1207-1213 |
| NOVARIN, Marco |
Design and construction methods for UHPFRC bridge deck |
44-53 |
| OLIPITZ, Michael |
A universal UHPC shell element for consideration of future building with precast elements |
2280-2288 |
| OPPENHEIMER, Nat |
Ending the Market for Human Slavery Through Design |
1797-1801 |
| OPPENHEIMER, Nat |
Mass Timber: Looking Back to Effectively Look Forward |
650-654 |
| OSADA, Koji |
Study on Evaluation Procedures for Prestressed Concrete Bridges Damaged by Salt Attack with Severe Corrosion of PC Cables |
1088-1093 |
| OSBORNE, Gonzalo |
Main span closure for the New Samuel de Champlain Bridge (NSCB) - An innovative alternative closure using a temporary king-post to accelerate construction |
2345-2352 |
| OSMAN LETELIER, Juan Pablo |
Application of Prestressed CFRP Textiles for the Development of Thin-Walled Concrete Structural Elements |
102-109 |
| PADILLA PHILIPPS, Diego |
TwentyTwo Bishopsgate, London |
2691-2698 |
| PAPINUTTI, Mitja |
Aerodynamic design of the floating bridges |
2593-2598 |
| PARK, Wonsuk |
Finite Element Model Updating for a Suspension Bridge Using Deep Neural Networks |
384-389 |
| PARK, Y.C. |
Evaluating Section Loss in Corroded Steel Strands |
1768-1771 |
| PATEL, M.K. |
Prediction of Bearing Lifetime Demands by Considering the Bridge Design and Location Parameters |
1398-1403 |
| PEKOLL, Oskar-H. |
Upside Down: Historic Tram Goes Underground – an Infrastructure Challenge on the Way to a Modern City |
74-81 |
| PENDLETON, I. |
NHNY Via Verde – A New Design Standard For Affordable Housing |
271-276 |
| PERAZA, David B. |
Tropicana Garage Collapse |
2172-2180 |
| PERONTO, John |
Tall Mass Timber Present and Future – 2 Case Studies |
655-662 |
| PETRIOLI, Nello |
London Expanding - Adding Value Through Fine Engineering |
2699-2710 |
| Pfütze, Christian |
Timber modification by radio wave technology |
1912-1916 |
| PISSOT, François |
Incremental Launching Method for Cayirköy bridges |
2306-2313 |
| PONNEWITZ, Judith |
The building permit – how to standardize traditionally established processes |
1560-1564 |
| Pothisiri, Thanyawat |
Experimental Investigation of Adhesive Bonding for Post‐installed Rebars into Concrete at High Temperatures |
1169-1175 |
| POTUCEK, Jindrich |
Palmetto Section 5 SR-826/SR-836 Interchange |
2322-2328 |
| Pourhassan, Alireza |
Effect of Aggregate Size on the Retention of Conventional and Rubberized Chip Seal |
2089-2093 |
| PRENGER, Frank |
Corrosion Protection of bridges for a lifetime by thermally sprayed zinc based duplex coating systems |
1931-1937 |
| PRICE, Bill N. |
Designing buildings to deliver city densification over transport infrastructure |
2726-2736 |
| PUCCI, Alessandro |
Predicting the change of hydraulic loads on bridges: a case study in Italy with a 100-year database |
442-447 |
| RAKOCZY, Anna M. |
Can 100-year-old steel railroad bridges continue to be used in service? |
1377-1381 |
| Ramadan, Amro |
Axial Behavior of Corroded H-Piles |
1219-1224 |
| RANADE, R. |
Advanced concretes for high temperature applications |
328-332 |
| REICH, S. |
Concepts of Energy-Autonomous Building Climate Automation |
1036-1042 |
| REYNOLDS, Thomas |
The Krause Gateway Center |
2559-2564 |
| Rhodes, Steve |
Traffic loading – AASHTO, State Implementations and International Codes of Practice |
984-989 |
| RINCON, Luis F. |
Comparative analysis for monitoring long-term behavior of box girder bridges in Colombia |
2114-2119 |
| ROBINSON, J. |
Experimental Study of High Temperature Performance of Steel Suspension Bridge Wires |
316-320 |
| RODRIGUEZ, Leo |
Longest Simple Span Steel Plate Girder Bridges in Florida – I-75 over SR 50 Twin Bridges |
131-135 |
| Rodriguez, Leo |
Why not straddle it? I-75 Ramp H-4 Bridge and Integral Straddle Bent Cap |
929-932 |
| Roelofs, Michelle B. |
Mass Timber: 19 Century to Today |
634-640 |
| ROOVERS, K. |
Design and production automation for the A16 tunnel in Rotterdam |
1844-1850 |
| ROY, B C |
Globalization of Structural Design and Construction in Developing Countries |
2363-2370 |
| ROY, Sougata |
Steel Orthotropic Deck Systems – Ideal Solution for 200 Year Bridges |
1244-1248 |
| Ruge, Johann |
Effects of Problem Formulation on Engineering Innovativeness |
1809-1814 |
| RUGE, Johanna |
Models as design tools – physical models and their epistemic value |
1443-1448 |
| RUIZ BARBA, Ulises |
Seismic Response Analysis of a Retrofitted Concrete Building in Mexico City |
1321-1327 |
| RUIZ DE VILLA, Arturo |
Design of structural systems for artworks fabrication and installation in urban areas |
2377-2385 |
| Sajedi, Seyed Omid |
Intensity-Based Feature Selection for Near Real-Time Damage Diagnosis of Building Structures |
1005-1010 |
| SALGADO, Rafael A. |
A Two-Stage Strength Assessment Methodology for Deep Concrete Cap Beams |
1720-1725 |
| SAMEC, Vanja |
Successfulness of BIM application – reality or wishful thinking? |
1830-1835 |
| SANADA, Osamu |
Seismic Strengthening Design and Construction of Rocking Piers of a Road Bridge |
996-1004 |
| Santos, Bruno |
Strain monitoring on pre-stressed CFRP laminates through computer vision |
493-497 |
| Santoso, Budi |
Anticipate Construction of Single Pylon Cable-Stayed Kretek II Bridge in Near-Fault Zone |
158-164 |
| SARKISIAN, Mark |
Efficient Post-Tensioned Slab Design Informed Through Topology Optimization |
1043-1048 |
| SARKISIAN, Mark |
Enhanced Seismic Systems for Mass-Timber Structures |
1149-1155 |
| SAUTER, Brett W. |
Inspection and Load Rating of P-T Segmental Bridges |
2142-2148 |
| SAVERY, Timothy |
NYC Transit Flood Resiliency: Case Studies of Recently Completed Mitigation Strategies |
2616-2618 |
| SCHLADITZ, Frank |
Carbon reinforced concrete and temperature |
486-492 |
| SCHLAICH, Mike |
Urban Infrastructure: The Signature Cable-Stayed Bridge in Delhi |
301-306 |
| SCHNEIDER, Ansgar |
The Structural Dynamics of the World Trade Center Catastrophe |
2150-2155 |
| SCHRAEDER, Robert |
Gerald Desmond Bridge Replacement Project Industry Innovations |
284-290 |
| SCHULTZ, Joshua A. |
Failure Prediction Model for 3-Ply CLT Panels |
663-667 |
| Schulz, Christiane |
Improving Corrosion Performance of Thermal Sprayed Coatings with a Zn-Mg-Al Alloy |
914-919 |
| SEDLMAIR, Roman |
CFRP strengthening system to increase fatigue resistance of bridges |
1464-1468 |
| SHEIKH, Imran Ahmed |
An Integrated Framework for Seismic Risk Assessment of Reinforced Concrete Buildings Based on Structural Health Monitoring |
403-408 |
| SHEN, Yu |
Experimental investigation of precast assembled bridge columns with UHPC-filled connections |
1298-1304 |
| SHI, Xuefei |
Numerical study on bonding strength of ribbed reinforcing bars in UHPC with material ductility |
479-485 |
| SHI, Zhanchong |
Experimental Study on Shear Behavior of Perfobond Connector with Boot Shaped Slots |
2070-2077 |
| SIEBERT, Barbara |
Structural design of Revolving Entrance Doors |
2099-2105 |
| SIEBERT, G. |
New facades for sustainable renovated buildings |
837-845 |
| SIEBERT, Geralt |
Fire safe glazing with additional requirements |
1183-1189 |
| Sirisonthi, Athasit |
Construction Techniques and Development of 1st Monorail System in Thailand |
2386-2395 |
| SIWOWSKI, Tomasz W. |
Distributed fibre optic sensors for advanced structural health monitoring of FRP composite bridge |
1533-1538 |
| SKORPEN, Sarah A. |
Measured earth pressures behind an integral bridge abutment |
1733-1740 |
| SNIJDER, H.H. (Bert) |
Rainwater Ponding on Roof Structures with Interaction between Main Girders and Purlins |
150-157 |
| Soares, José M. S. |
Structural design and globalization – the particular case of bridge construction equipment |
1420-1427 |
| SOBRINO, Juan A. |
The Fort York Footbridges in Toronto. The first Duplex Stainless-Steel bridges in North America |
1647-1653 |
| SOBRINO, Juan A. |
Sustainability design strategies for cable-stayed bridges |
969-975 |
| Sohawon, Haris |
The effect of hydrophobic impregnation on chloride ingress into cracked concrete |
1963-1970 |
| SOPPELA, Sami |
Conceptual Design of balanced Cable-Stayed Bridges |
1887-1891 |
| SPOTH, Thomas |
The 200 Year Bridge - The New Goethals Bridge as a Roadmap |
202-209 |
| STAROSSEK, Rudolf T. |
Section-Model Wind Tunnel Test for Flexible Suspended Pedestrian Bridges |
2030-2036 |
| STAROSSEK, Uwe |
Eccentric-wing flutter stabilizer – Simplified analysis and main findings |
2580-2585 |
| STEIN, Michael A. |
Evolving Infrastructure - Light and Transparent |
750-756 |
| STOCHINO, Flavio |
Structural assessment and retrofitting of damaged reinforced concrete water bridge |
1476-1484, 1502-1510 |
| STUJBEROVA, Magdalena |
Study of Column Buckling Lengths of Braced and Unbraced Frames in Fire Situations |
1176-1182 |
| SUEMATSU, Shinsuke |
Pass a delicate and robust traffic line as pedestrian through a conflicting urban area |
1512-1518 |
| SUZA, Dominik |
Influence of changing environment conditions on the development of shrinkage strain and the expansion coefficient of large concrete specimens |
1954-1958 |
| Svensson, Isak |
Live load analysis for the Hisingen Bridge |
1282-1287 |
| Taddeo, Chiara |
Great open spaces for emergency covered with Hemp cables nets |
221-227 |
| TANG, Shenghua |
Damage Assessment of Prestressed Concrete Girders Using Crack Fractal and Frequency |
1527-1532 |
| Tang, Yufeng |
Research on Friction between Grade Flat Approach Slab and Sliding Material in Jointless Bridges |
958-962 |
| TARASUIK, Luke |
Tawatinâ Bridge - An Extradosed Rail and Pedestrian Bridge |
2314-2321 |
| TAYLOR, Zachary J. |
Objective-based equivalent static wind loads for long-span bridges |
2638-2643 |
| TERWEL, Karel C. |
Contributing human and organizational factors for the failure of balconies in Maastricht |
2165-2171 |
| THOMSEN, Kjeld |
Successful Moveable Bridges |
2274-2279 |
| Törmä, Seppo |
Ontology-based sharing of structural health monitoring data |
2213-2220 |
| TRAYKOVA, Marina D. |
Interventions on historic and existing structures – why and how |
2515-2520 |
| TRAYKOVA, Marina D. |
Research in the application of UHPFRC for strengthening existing structures in Bulgaria |
2552-2558 |
| TREACY, Mark |
Recent advancements in the monitoring of bridges using "smart" components |
811-821 |
| TRIAS, Adriana |
The Role of LiDAR in the Realm of Bridge Assessment |
2466-2470 |
| TROMP, E. |
Designing sustainable footbridges: comparing steel, concrete and FRP. |
936-942 |
| TSIOTSIAS, Konstantinos |
Damage Assessment of a continuous Hollow Core Deck Bridge subjected to ASR |
2131-2135 |
| TSIOULOU, Ourania |
Restrained concrete shrinkage effect on Concrete Elements strengthened with UHPFRC layers |
872-877 |
| TURNER, M.L. |
Below-Grade Expansion Joints: Challenges and Best Practices |
2610-2615 |
| UDE, Todd |
Reliability-Based Site-Specific Live Load Models for the Gordie Howe International Bridge |
608-614 |
| UNGUREANU, Viorel |
Numerical investigation of built-up cold-formed steel beams connected by spot welding |
1065-1070 |
| VALENÇA, Jónatas |
Aerial Crack View: Crack monitoring in concrete bridges through image processing acquired by UAV |
2458-2465 |
| VALENZUELA, Matías A. |
Proposal methodology to assess debris current design in traditional Chilean Bridges |
165-169 |
| VAN GOOL, Richard M. |
Wind Loading on Catenary Domes |
585-590 |
| VANDENBERGH, Alex |
Terra Cotta Flat Arches: A Historic Modern-Day Challenge |
2542-2546 |
| Vereecken, Eline |
Pre-posterior analysis of inspections incorporating degradation of concrete structures |
2435-2442 |
| VERGOOSSEN, Rob |
Towards 2222, science fiction or an educated guess for the design of bridges? |
215-219 |
| VINEYARD, Preston D. |
Design of the Governor Mario M. Cuomo Bridge |
599-607 |
| VLASIC, Andjelko |
Comparative analysis and applicability of optimal composite sections for small to middle span girder bridges |
1269-1273 |
| Vonk, Edo |
Cable Replacement in North America |
907-913 |
| WĄCHALSKI, Krzysztof |
Bridge over the Vistula river in Toruń (Poland) |
307-314 |
| Wąchalski, Krzysztof |
Innovative hybrid GFRP system for bridges and helipads |
2289-2294 |
| WALTHER, Tino |
Automated data acquisition to show the actual performance during the construction process |
1565-1572 |
| WANG, Peter Y. |
Low-Frequency Sine Webs for Improved Shear Buckling Performance of Plate Girders |
691-695 |
| WANG, Qian |
Efficient Structural Design Using a Numerical Optimization Technique |
499-503 |
| WANG, Qian |
Reliability Analysis of Underground Structures Using Metamodels and FORM |
1163-1167 |
| WANG, Xianzhi |
Experimental Studies on Seismic Performance of Rigid-frame Extradosed Cable-stayed Bridges |
295-300 |
| Weber, Felix |
Adaptive TMD System for Reduced Space Demand in Tall Buildings |
377-383 |
| WETZEL, M. |
Stadthöfe Hamburg – Innovative Structural Design between Water, Heritage and Modern Lifestyle |
2530-2537 |
| WOLLMANN, Gregor |
A Gathering Place for Tulsa – Taking the Midland Valley Trail Across Riverside Drive |
2023-2029 |
| WOODWARD, Ryan M. |
Polyester Rope Suspended Footbridge – Five Years in Service |
54-61 |
| WRIGHT, Kenneth J. |
Design for Future Transit Rail Maximizes Benefits from Initial Investment for the Gov. Mario M. Cuomo Bridge |
615-619 |
| WRIGHT, Kenneth J. |
Durability of Piles for Water-Level Pile Caps for the Gov. Mario M. Cuomo Bridge |
1214-1218 |
| WU, Wenpeng |
Seismic Performance of Self-Centering UHPC Retainers Applied to Medium-Small Span Concrete Bridges |
2043-2047 |
| WU, XY. |
Experimental Study on the Fatigue Behavior of Cracked Steel Component Repaired with High Strength Bolt Reinforced Stop-hole and CFRP Patched Stop-hole |
1761-1767 |
| XU, C. |
The Fatigue Performance of High Performance Concrete Composite Girder |
62-66 |
| Xu, Dong |
Research on Extending Span of Box Girder Bridge with Corrugated Steel Webs up to 300m |
1874-1881 |
| Xue, Junqing |
Pseudo-static Test on Mechanic Behavior of Pile with Pre-Hole filled by Foam in IABs |
2038-2042 |
| YANG, Yang |
Collapse Simulation of Damaged Reinforced Concrete Frame Structures in Earthquakes |
1011-1016 |
| YEOMANS, Stephen R |
Galvanized Reinforcement in Bridge and Coastal Construction |
1591-1597 |
| YU, XM. |
Performance Study of a Steel-Concrete Joint for Hybrid Cable-Stayed Bridge with 800m Main Span |
1753-1759 |
| ZHANG, Xuhui |
Shear Behavior of Corroded RC Beams Considering Concrete Spalling Damage |
1485-1491 |
| ZHANG, Yangwen |
Assessment of wind-induced vibration suppression and energy harvesting using facades |
352-356 |
| Zhang, Yin |
Performance analysis on Twin-I girder bridges using hollow tubular top flanges |
512-518 |
| ZHANG, Yu |
Analysis of a Modular Timber/Concrete Composite System for Short- Span Bridges |
1598-1603 |
| ZHANG, Yunpeng |
Effects of Fatigue Damage on Bond Behavior between Corroded Rebar and Concrete |
2413-2418 |
| ZHAO, He |
Pullout Behavior of Steel Beam-Concrete Wall Pinned Joints with T- shaped Connectors |
1747-1752 |
| ZHOU, Aixin |
Effects of Core Concrete on the Buckling Behavior of Ultra-High Strength Reinforcement Bars |
2083-2088 |
| ZOBEL, Henryk |
Fire of steel and composite beam bridges |
724-731 |
