| (Bert) Snijder, H. H. |
Repair, Strengthening and Upgrading of Steel Bridges in The Netherlands |
1177-1184 |
| Abdel-Jaber, Hiba |
Method for Validation of long-term Temperature Measurements from Sensors |
1499-1504 |
| Abdel-Jaber, Hiba |
Prestress Loss Monitoring Using Long-Gauge Fiber Optic Sensors |
1494-1498 |
| Abo-El-Ezz, Ahmad |
Prediction of Post-Earthquake Damage of Reinforced Concrete Highway Bridges |
699-706 |
| Adam, Viviane |
Shear and flexural strengthening of existing bridges with textile reinforced mortar |
2496-2503 |
| Ajrab, jack |
Sir Ambrose Shea Lift Bridge – Newfoundland and Labrador, Canada |
1422-1428 |
| Al-Jaberi, Zuhair |
Effectiveness of FRCM System in Strengthening Reinforced Masonry Walls Subjected to Cyclic Loading |
1782-1789 |
| Al-kroom, Hussein |
3D Non-Linear FE Model for a high Capacity Saw-tooth Connector |
2667-2674 |
| Al-Majidi, mohammed Haloo |
Strengthening of plain concrete beams using Strain Hardening Geopolymer Composites (SHGC) layers |
2715-2722 |
| Alestra, Michael |
The Gamechanger: How BIM for Bridges triumphs over the competition and revolutionizes design workflows. |
846 |
| Aljazaeri, Zena R. |
Flexural Performance of Two-Way Concrete Slabs Reinforced with Carbon Fiber Grid |
1584-1591 |
| Alsamsam, Iyad |
Structural Engineering Global Interoperability: Knowledge Sharing |
3531 |
| Amiel, Chad |
Fort Nelson River Bridge Superstructure Replacement & Substructure Strengthening |
2536-2542 |
| Andermatt, Matthias |
The 102nd Avenue Bridge over Groat Road – Design Concept and Challenges |
2763-2770 |
| Andersen, Jacob Egede |
Dynamic Analyses of Ship Impact to the New Bridge over Storstrømmen |
1225-1232 |
| Andersen, Ulrik Sloth |
New Pedestrian Overpass at Husum Station |
2256-2264 |
| Araki, Yumi |
Ambient Vibration Testing of the Hawkshaw Bridge |
1973-1980 |
| Arellano, Eduardo |
Veterans Home Bridge Rehabilitation |
1445-1452 |
| Arnold, Scott F |
Design and Detailing of Advanced Composite Rehabilitation with and without Anchorage |
3231-3236 |
| Arranz, Raul |
Seismic Protection of the Eskişehir City Hospital in Turkey |
2219-2225 |
| Asao, Naoyuki |
Remaining Strength Evaluations and Reinforcement Methods of Plate Girders with Corrosion near Supports |
857-864 |
| Ashtari, Sepideh |
A Case Study on Evaluating the Performance Criteria of the 2014 Canadian Highway Bridge Design Code |
3159-3166 |
| Aßmus, Elisabeth |
Intelligent Future Building Skins – |
1138-1144 |
| Au, Alexander |
Structural Monitoring of a Closure Strip in the Staged Construction of a Slab-on-Girder Bridge on Highway 401 |
183-190 |
| Aygül, Mustafa |
Numerical simulation of protection barriers for bridge piers against ship collision |
1264-1273 |
| Backer, Hans De |
Continuously welded rails on temporary bridge decks |
397-404 |
| Baghi, Hadi |
Live Load Distribution Factors for a Lightweight Movable Bridge Deck System |
1336-1343 |
| Balomenos, Georgios |
Opening effect on punching shear strength of RC slabs |
1734-1741 |
| Bañares, Miguel |
5th LNG TANK IN ZEEBRUGGE TERMINAL (BELGIUM) |
1711-1717 |
| Baraka, Miljenko |
Rayleigh-Ritz/Finite Element Analysis Of Plates By Singularity Functions |
2937-2949 |
| Barrias, António |
Performance assessment of embedded distributed optical fiber sensors in reinforced concrete structures |
1461-1468 |
| Bartlett, F. Michael |
Concrete Structure Assessment using ACI 562: History and Possible Next Steps |
912-919 |
| Barua, Kallol |
Seismic Performance of Perforated Steel Plate Shear Walls Designed According to Canadian Seismic Provisions |
1312-1319 |
| Bas, Selcuk |
Wind-induced Modal Identification of the Bosphorus Bridge using SHM-Structural Health Monitoring Data |
159-166 |
| Bastien-Masse, Malena |
Punching resistance of flat slabs strengthened with an added layer of UHPFRC |
2699-2706 |
| Battista, Nicholas de |
Distributed fibre optic sensor system to measure the progressive axial shortening of a high-rise building during construction |
1486-1493 |
| Beabes, Shane R. |
Dehumidification – An Effective Strategy for Preserving the Cables of Suspension Bridges |
978-985 |
| Bell, Glen |
Structural Engineering Global Interoperability: What and Why |
3529 |
| Billah, A.H.M Muntasir |
Performance Based Seismic Design of Shape Memory Alloy Reinforced Concrete Bridge Pier |
683-690 |
| Bischoff, Peter H |
Member Stiffness for Frame Analysis of GFRP Reinforced Concrete Structures |
1847-1854 |
| Bita, Hercend Mpidi |
Robustness of Multi-Storey Timber Buildings |
1934-1941 |
| Boake, Terri Meyer |
Complexity Meets Craft: |
631-638 |
| Bogaert, Philippe Van |
Concrete arch stability by the nominal stiffness method |
3433-3438 |
| Boué, Andreas |
Spreading suspension cable at the Rhinebridge Emmerich, Germany |
965-971 |
| Brabant, Keith |
Unique Design Considerations for Mechanically Stabilized Earth Walls in Transportation Widening Applications |
3514-3521 |
| Bradford, Mark |
Composite Beams of Steel and Timber |
1918-1925 |
| Brault, Andre Rober |
Distributed Deflection Measurement of Reinforced Concrete Elements Using Fibre Optic Sensors |
1469-1477 |
| Brestin, John |
Constructing the Abraham Lincoln Bridge |
1010-1017 |
| Brown, Justin |
T3 Minneapolis – America’s Largest Modern Mass Timber Building |
3237-3244 |
| Brühwiler, Eugen |
Conceptual design and construction of lightweight R-UHPFRC bridges |
2683-2690 |
| Brühwiler, Eugen |
Stabilisation of the gravity structure of the Romanesque Abbey of Payerne Switzerland |
722-729 |
| Buchin-Roulie, Vanessa |
Innovative solutions for Bridge strengthening (widening and compliance to new codes) by modification of initial static scheme |
2504-2511 |
| Buckley, Ian |
Reviving and Repurposing the Iconic TWA Flight Center |
738-745 |
| Buddee, Samard |
Renovation of the Existing Lighthouse for New Radar System in the Gulf of Thailand |
1241-1248 |
| Butz, Christiane |
Expansion Joints and Bridge Bearings as Smart Monitoring Devices |
35-41 |
| Calvi, G. Michele |
Seismic Assessment and rational renovation of the structural heritage |
1 |
| Calvi, Paolo M. |
Numerical Study of the Seismic Behaviour of Variable Friction Base Isolation Systems |
2204-2211 |
| Campbell, Mark |
A Unique Approach to Rejuvenating a High Rise Building with Deteriorating Precast Cladding |
2171-2179 |
| Caprani, Colin |
Static and dynamic performance of an orthotropic-deck pultruded fibre-reinforced polymer footbridge |
1863-1870 |
| Carlin, Glen P. |
The Existing Champlain Bridge - Overview of Issues – The Owner’s Perspective |
1505-1512 |
| Chaillan, Gilles |
A manufacturing process approach to construction: design and application of a composite system for modular buildings |
2635-2641 |
| Chen, Guorong |
Numerical Study on 1200m-span Railway Cable-stayed Bridges with Four Different Girder Sections |
801-808 |
| Choi, Dong-Ho |
Dynamic Analysis of a Suspension Bridge with a Floating Girder |
3033-3036 |
| Chok, Kermin |
Cloud Accelerated Performance Based Seismic Design |
670-676 |
| Colford, Barry |
Risk Based Inspection Method for Cable Supported Bridges |
292-299 |
| Correa, Cristobal |
Designing with big DATA – Design, Analysis and Fabrication of a Complex Geometry Gridshell |
1871-1878 |
| Coughlin, Reid |
Fatigue Damage Assessment of Stay Cables for Light Rail Transit Bridges |
2014-2021 |
| Cripstyani, Mutiara Puspahati |
Seismic Risk Assessment of Bridges in Jakarta Transportation Networks using Incremental Dynamic Analysis |
3401-3408 |
| Croce, Pietro |
Climate Change: impact on snow load on structures and consequences on built environment |
1169-1176 |
| Custer, Rocco |
Safety level evaluation for existing rockfall protection gallery Rieinertobel |
3384-3391 |
| Cynober, Charles |
Seismic isolation of La Meynard Hospital, Martinique |
2212-2218 |
| de Burg, Mark van |
Prolife: Recalculating a steel railway bridge for determining strengthening measures, using an updated FEM model and site measurements. |
1185-1192 |
| Demirdjian, Sevak |
Highway Approaches of the New Champlain Bridge Corridor |
2090-2097 |
| Deng, Haoyun |
Research on the dynamic properties of piled structures using the neural networks and the support vector machines |
2149-2154 |
| der Sanden, Pieter van |
Assessment of the Structural Safety of the Schiphol Railway Tunnel |
1233-1240 |
| Dey, Pampa |
Reliability under the Serviceability Limit State of Footbridges Subjected to Human-Induced Vibrations |
2272-2279 |
| Diana, Giorgio |
Flutter derivatives identification on a very large scale aeroelastic deck model |
1997-2005 |
| Ding, Yuming |
Eglinton Crosstown and Evergreen Line LRTs - Structural Design on Mass Transit Projects |
3199-3205 |
| Donahue, Sean |
Role of the Floor System in the Cyclic Response of Steel Gravity Framing |
1798-1804 |
| Drass, Michael |
Comparison of Unconventional Testing Methods for Mechanical Characterization of Polymeric Materials in Modern Glass Structures |
2378-2385 |
| Drdácký, Miloš |
Dangerous synergies causing failures of historical structures |
1066-1073 |
| Droogné, Didier |
Parametric study and reliability-based evaluation of alternate load path design in reinforced concrete slabs |
1106-1113 |
| Drygala, Izabela |
The dynamic evaluation of composite materials footbridges |
2285-2292 |
| Dubbs, Nathaniel C |
Design of instrumented bearings for direct measure of bridge live loads |
1553-1560 |
| Duguid, Brian |
The Ordsall Chord, Manchester, UK – an overview |
532-539 |
| Duguid, Brian |
The Ordsall Chord, Manchester, UK – digital delivery of design |
1576-1583 |
| Duntemann, John F. |
Design Challenges Related to Providing Lateral Load Resistance to Existing Buildings in Accordance with Current Building Codes |
1361-1368 |
| Dusenberry, Donald |
Structural Engineering Global Interoperability: Professional Qualifications and Licensure |
3532 |
| Dørum, Cato |
Multi-span suspension bridge on floating foundations - behaviour under ship impact |
1257-1263 |
| Ebrahimpour, Arya |
Seismic Performance of Columns with Grouted Couplers in Idaho Bridges |
1817-1823 |
| Eguchi, Ronald T |
Measuring, Monitoring and Evaluating Community Resilience using Remote Sensing Technologies |
3-4 |
| Eidem, Mathias |
Basic design for a Submerged Floating Tube Bridge across the Digernessundet |
3018-3024 |
| Einpaul, Jürgen |
Punching shear behaviour of edge column connections in continuous flat slabs |
1758-1765 |
| Ekholm, Kristoffer |
Design of Gothenburg’s new landmark bridge |
2731-2738 |
| Ekström, Daniel |
Climate impact optimization in concrete bridge construction |
1161-1168 |
| El-Badry, Mamdouh |
Fatigue Performance of a Precast Hybrid FRP-Reinforced Bridge Truss Girder System |
2584-2591 |
| Elhami-Khorasani, Negar |
Performance-based fire design and the U.S. prescriptive guidelines: A comparative study |
3377-3383 |
| Ellis, Reed |
Conceptual Design, Detailed Design, and Construction of the Terwillegar Park Stressed Ribbon Footbridge |
1429-1436 |
| Ellis, Reed |
Rehabilitation and Superstructure Replacement of the Miles Canyon Timber Suspension Bridge |
496-500 |
| Engelmann, Michael |
Case Studies of Reinforced and Post-tensioned Glass Beams |
2347-2353 |
| Fang, Baoyi |
Shrinkage and Creep of Mega Concrete Filled Steel Tubular Column in Super Tall Steel Building |
2629-2634 |
| Farooq, Abdul |
Third Bosphorus Bridge-An Overview |
276-283 |
| Farooq, Mohammed |
Bridge scour monitoring: challenges and opportunities |
2755-2762 |
| Fast, Paul |
Adding value through innovation in structural design: 2 – Innovative design of timber structures |
2423-2428 |
| Fast, Paul |
Case Study: University of British Columbia’s 18-storey TallWood House at Brock Commons |
2322-2329 |
| Fernandez, Jesus Gonzalez |
ABC on LBJ Express Project – Innovative bent cap design and beam placement |
2607-2614 |
| Firth, Ian |
Adding value through innovation in structural design: |
2419-2422 |
| Fischer, Ilja |
Concrete towers out of semi-precast elements - erection of a prototype tower section |
833-837 |
| Fischer, Oliver |
Experimental and Numerical Investigations on the Shear Capacity of Existing Prestressed Concrete Bridges |
2126-2132 |
| Fleuriot, Eric de |
Lions Gate Suspension Bridge Tower Joints Renewal |
49-53 |
| Flint, Madeleine M. |
Assessing climate impact on reinforced concrete durability with a multi-physics model |
1145-1152 |
| Forsberg, Torben |
The Shenzhong Link – A synthesis of architectural and structural design |
1375-1382 |
| Franck, Lee |
Adding value through innovation in structural design: 3 – Creativity and innovation in building structures |
2429-2435 |
| Franke, Steffen |
Timber bridges – Load carrying behaviour according to climate changes |
1153-1160 |
| Fuchs, Kerstin |
Method for placing Prefabricated Slab Elements on Bridge Decks |
405-412 |
| Fujita, Masanori |
Edge Distance for Mechanical Fastening of Steel Fatigue Cracks |
663-669 |
| Furrer, Martin |
Design and Launching of a Redundant Truss over a Busy Rail Yard |
1249-1256 |
| Gabler, Markus |
How can a Bridge Engineer contribute to a sustainable infrastructure? |
2410-2418 |
| Gagné, Martin |
Optimizing Performance of Concrete Structures with Zinc Coat-ed Reinforcing Steel |
850-856 |
| Gaßner, Georg |
Comparative Assessment of Bridges designed according to Balanced Lift Method and Balanced Cantilever Method |
2592-2598 |
| Ge, Yaojun |
Challenge and Innovation of Long Span Bridges in China and over the World |
5-20 |
| Genikomsou, Aikaterini |
Finite element investigation of the compressive membrane action effect on concrete slabs |
1082-1088 |
| Gerber, Adam |
Bending, vibration and long-term performance of timber-concrete-composites floors |
2301-2307 |
| Gerin, Marc |
Application of Performance Based Design to Highway and Transit Structures |
3183-3190 |
| Ghali, Amin |
Sustainable Serviceability of Structural Concrete |
3060-3067 |
| Ghiami Azad, Amir Rez |
A Technique for Strengthening Existing Continuous Non-Composite Steel Girder Bridges Using Post-Installed Shear Connectors and Inelastic Moment Redistribution |
1217-1224 |
| Ghisbain, Pierre |
Design and Commissioning of a New Liquid Damper System for Wind- Induced Vibrations of Buildings |
2988-2995 |
| Ghosh, S. K |
Structural Engineering Global Interoperability: Codes and Standards |
3530 |
| Goyet, Vincent |
The steel roof of the new Lille Stadium. |
639-646 |
| Grandi, Andrea |
Besiktas stadium roof : innovative design and construction method |
2881-2889 |
| Granello, Gabriele |
Long-Term Performance of PresLam Frames: Are Post-Tensioning Losses really an Issue? |
2293-2300 |
| Griezic, Andrew |
The Existing Champlain Bridge - Assessment of Structural Deficiencies |
1529-1536 |
| Griezic, Andrew |
The Existing Champlain Bridge - Strengthening Measures |
1537-1544 |
| Gubbins, Julie |
Columbia River Skywalk – Turning a Need into a Landmark |
2599-2606 |
| Guliani, RB Singh |
Bridge Aesthetics: Two examples from India |
1406-1413 |
| Guo, Hui |
Ultimate load of cylindrically curved panels under uniform compression at straight edge and the influence of curvature |
1683-1690 |
| Gupta, M L |
Replacing damaged PSC Suspended span of Varsova Bridge across Vasai Creek on NH-8, Mumbai, India. |
3214-3221 |
| Gygax, Adrian |
Debris barrier design using energy-balance techniques |
2872-2880 |
| Häggström, Jens |
Testing Bridges to Failure - Experiences |
2832-2839 |
| Hajdin, Rade |
A novel Quality Control Framework for the management of existing bridges |
312-319 |
| Halaczek, Bartlomiej |
Securing visual quality and architectural intent while aiming for an affordable tender design - the procurement of the Mersey Gateway Crossing |
1391-1397 |
| Hällmark, Robert |
Monitoring of a bridge strengthened with post-installed coiled spring pins |
1201-1208 |
| Hällmark, Robert |
Testing of coiled spring pins as shear connectors |
1209-1216 |
| Hamd, Rwayda Al |
Numerical modelling of slab-column concrete connections at elevated temperatures |
3372-3376 |
| Hamersley, Bruce |
Creative Construction Method for an Attractive Tied Arch |
2642-2649 |
| Hamersley, Bruce |
Evergreen Line Performance Based Design – An Owner’s and Designer’s Perspective |
3191-3198 |
| Hansen, Søren Gustenhof |
Anisotropic Concrete Compressive Strength |
3068-3075 |
| Harvey, David |
Adding value through innovation in structural design: |
2436-2443 |
| Hasan, Istiaque |
Monitoring intrinsic forces of a steel multi-girder bridge with frozen expansion bearings through rehabilitation |
21-28 |
| Hasbrouck, Greg |
A New Tied Arch to Replace a Rural Mississippi River Crossing |
3467-3474 |
| Hassan, Muhammad Shariq |
Simulating ductile crack growth in carbon steel using an extended finite element method (XFEM) |
2543-2550 |
| Hatami, Afshin |
Wind Buffeting in Time Domain Analysis of Long-Span Bridges using RM Bridge |
3314-3324 |
| He, Zhiqi |
Experimental Performance of Composite Box Girder Bridges Decked with Full-Depth Precast Panels |
76-80 |
| Hertle, Robert |
Influences on Determining Structural Reliability |
1328-1335 |
| Hertle, Thomas |
A Critical Take on Eurocode 2 Concerning the Assessment of Shear Capacity of Reinforced and Prestressed Concrete |
1742-1749 |
| Hingorani, Ramon |
Derailment of an overhead gantry for the erection of precast concrete girders |
1607-1614 |
| Höffer, Rüdiger |
Fatigue assessment and damage detection of wind turbine structures by continuous health monitoring |
817-824 |
| Honda, Hideyuki |
Structural Performance of Modern Timber Bridges in Japan |
366-373 |
| Honda, Hideyuki |
Structural Performance of Modern Timber Bridges in Japan |
1926-1933 |
| Honfi, Dániel |
Decision support for maintenance and upgrading of existing bridges |
336-345 |
| Horn, Sebastian |
Plus-Energy façades with smart materials for future building envelopes |
1383-1390 |
| Hossain, Mosharef |
Performance Analysis of Recycled and Natural Aggregate Concrete Column with Varying Design Parameters |
437-444 |
| HU, Ke |
U Shape Anchoring System: Concept Design and Key Experiments |
3333-3339 |
| Hu, Shouwang |
A Meso-scale Numerical Model for Predicting Chloride Diffusivity in Concrete |
2458-2465 |
| Hu, Ying |
Effect of Residual Stresses on the Overall Buckling Behavior of Welded Box-section Columns under Axial Compression Loading |
413-420 |
| Hu, Ying |
Mechanical Properties of Stainless Steel Bolts at Elevated Temperatures |
3356-3363 |
| Hu, Zhijian |
Experimental Investigation of Post-cracked Flexural Behavior for PC Girder Bridges |
64-75 |
| Huber, Patrick |
Assessment of the shear strength of existing post-tensioned bridges |
2120-2125 |
| Huber, Tobias |
Load carrying behaviour of beams with bent-up bars as shear reinforcement |
96-101 |
| Hunley, Tony |
US 60 Smithland Bridge – Navigation Modeling |
570-577 |
| Hurrell, Ilona |
The Mersey Gateway Project, UK – Delivery to completion |
986-993 |
| Huza, Richard |
The durability and service life benefits of Stainless Steel Rebar and the underpinning properties and features – A stainless industry primer for owner’s, planners, specifiers, and designers on the |
888-895 |
| Høj, Niels Peter |
Performance Indicators for assessing RAMS SHEEP performance |
320-327 |
| Imani, Reza |
Performance-Based Assessment and Mitigation of Fire Hazard for Bridges |
3364-3371 |
| Inoue, Manabu |
IZMIT Bay Suspension Bridge – Advanced Post tensioning system |
944-950 |
| Inoue, Manabu |
IZMIT Bay Suspension Bridge – Wind Induced Vibrations |
374-380 |
| Irwin, Peter A |
Developments in the wind engineering of tall buildings |
2 |
| Ivanov, Stoyan |
Innovative strengthening of steel truss nodes by Ultra-High Performance Concrete |
1193-1200 |
| Jackson, Chris |
The Use of Crossing Stay Cables to Add Stability to Towers of Multi Span Cable Stayed Bridges |
762-769 |
| Jakobsen, Svein Erik |
Detail design of Chacao Bridge in Chile |
2786-2791 |
| Javanmardi, Ahad |
Numerical analysis of vertical pipe damper |
2974-2980 |
| Jawdhari, Akram |
Retrofit of Concrete Members with CFRP Rod Panels (CRP 195) |
1615-1622 |
| Jensen, Jakob Laigaar |
Service Life Performance Design of Chacao Bridge |
2816-2823 |
| Jia, Jian |
Key Techniques for Performance-based design of metro depot covered structure |
1592-1598 |
| Jorquera-Lucerga, Juan Jose |
Parametric simulation of non-symmetric cable-stayed bridges |
777-784 |
| Jung, Kilje |
Wind Load Evaluation based on the Field Measurement Data for the Design of a Suspension Bridge |
959-964 |
| Karlsson, Mats |
Methodology for selection of production method in an early stage |
1879-1886 |
| Kennedy, Don |
Opportunities in the Performance Based Seismic Design of Bridges in British Columbia |
3175-3182 |
| Kim, Seungjun |
Hydrodynamic analysis of the submerged floating tunnels under irregular waves |
3025-3032 |
| Kim, Sunjoong |
Signal stationarization technique in output-only damping identification |
2981-2987 |
| Kimura, Toshiaki |
Structural design of a seismic isolated building in Matsumoto city |
1297-1303 |
| Kitajima, Mikio |
Experimental Study on a Precast SRC Rock Shed |
102-109 |
| Klassen, Darryl |
Grayston Pedestrian Bridge: A Shared Perspective of South Africa’s Connectivity and the Challenges of Getting There |
2747-2754 |
| Kobayashi, Shunsuke |
Fundamental study on half-width slab deck replacement method for an existing composite steel girder bridge |
1114-1121 |
| Koop, Julien |
Former Dominion Archives Building Seismic Upgrade Case Study |
2241-2247 |
| Koval, Viacheslav |
A New Pulse-Based E-R-µ Method for Predicting the Peak Seismic Response of Highly Nonlinear Bridge Structures |
110-119 |
| Kraus, Michael A. |
A monolithic approach for modeling viscoelastic materials in civil engineering |
445-453 |
| Kuhlmann, Ulrike |
Holistic Consideration of the Sustainability on Steel-Concrete-Compo- site Motorway and Railway Bridges |
2402-2409 |
| Kuroda, Kenji |
Design of Kouchigawa Bridge on the Shin-Tomei Expressway - a Steel- Prestressed Concrete Composite Multiple-span Balanced Arch Bridge |
3451-3458 |
| Lachinger, Stefan |
Determination of dynamic properties of railway bridges through forced excitation |
2840-2847 |
| Laím, Luís |
Fire Design Methodology for Cold-Formed Steel C-Section Flexural Members |
3348-3355 |
| Lam, Heang |
Experimental and Numerical Studies on Post-Facture Behavior of Simply Supported Composite Twin I-Girder Bridges |
206-213 |
| Lam, Wilson |
A Baseline Study of a Major Viaduct in Toronto, Canada, for Strategic Planning for the Superstructure |
1437-1444 |
| Lampropoulos, Andreas |
Strengthened Unreinforced Masonry (URM) structures with Ultra High Performance Fibre Reinforced (UHPFRC) layers under axial in-plane and horizontal out-of-plane loading |
2707-2714 |
| Langlois, Anne-Marie |
Service Life of Concrete Structures for the Longest Suspension Bridge in South America |
2800-2807 |
| Langner, Normen |
Practicability of New and Innovative Products – |
3277-3282 |
| Lantsoght, Eva |
Proof load testing of the viaduct De Beek |
2824-2831 |
| Lantsoght, Eva |
Recommendations for proof load testing of reinforced concrete slab bridges |
346-353 |
| Leach, Jon |
Adding Value through Innovation in Structural Design: |
2444-2450 |
| Lee, Hohsing |
Innovative Solutions to Seismic Design Challenges for the SFOBB I-80 WB Ramps at Yerba Buena Island |
120-127 |
| Lee, Hohsing |
Latest Practices for Existing Long-Span Suspension Bridges |
2779-2785 |
| Lee, Jin Hyuk |
Updating Life-Cycle Performance Model of Bridge based on Inspection Data |
300-303 |
| Lee, Joo-Hyung |
Non-Destructive Testing for Detecting the Corrosions of External Post- Tensioned Tendons |
873-879 |
| Leggett, Casey |
Condition Assessment and Renewal Options Analysis for the Queensborough Bridge |
2512-2519 |
| Lehký, David |
Comparison of methods for determination of load-bearing capacity of I-73 and KA-73 precast concrete bridge beams |
556-561 |
| LEI, Jun |
Error analysis of structural system identification by observability method |
3261-3268 |
| Leon, Alberto |
Transforming the former Waterloo International Terminal for commuter services |
3222-3230 |
| Leonetti, Davide |
Fatigue damage evaluation using S-N curves obtained by different data fitting methods |
2551-2558 |
| Lewis, Myles |
Northeast Anthony Henday Drive / Yellowhead Trail Interchange Flyover Ramp Bridges |
1644-1651 |
| Li, Wencong |
Seismic Performance of Concrete-Filled Double-Layer Steel Tubular Column under High Axial Load |
1281-1288 |
| Li, Zheng-Yuan |
Analysis and optimization of a continuous composite bridge with uplift-restricted and slip-permitted connectors |
2922-2929 |
| Librici, Camilla |
Seismic assessment of a vernacular rammed earth building |
152-158 |
| Lima, Kris |
Integrating Aesthetic Design and Structural Engineering on a Signature Bridge |
3475-3482 |
| Limongelli, Maria Pin |
À proposal for classification of key performance indicators for road bridges |
328-335 |
| Limongelli, Maria Pina |
Quantifying the value of monitoring for post-earthquake emergency management of bridges |
3245-3252 |
| Lin, Kaiqi |
Experimental Studies on a Novel Structural Detailing of RC Frames to Resist Earthquake and Progressive Collapse |
88-95 |
| Lin, Weiwei |
A New Seismic Retrofitting Method for Steel Bridge Piers in Japan |
1289-1296 |
| Linneberg, Poul |
Quality Control Plans for Girder and Frame Bridges |
2659-2666 |
| Liu, Chao |
The new method strengthen U-shape girders by UHPC thin layer |
3136-3141 |
| Liu, Xiaoguang |
The Fatigue Research on Long Span Steel Bridge for High Speed Railway in China |
238-244 |
| Liu, Yue |
Life-Cycle Cost Analysis of Super Long-Span Cable-Stayed Bridges with Steel or CFRP Cables |
517-523 |
| Liu, Zhao |
Formulated Tension Design for Post-tensioned Anchorage Zones and Relevant Equations in Chinese Concrete Bridge Design Code |
600-606 |
| Lohr, Katharina |
Effect of Regrinding on the Edge Strength of Tempered Glass |
2354-2361 |
| Lorenzo, José Maria |
Botín Art Center in Santander, Spain |
2155-2162 |
| Lozano-Galant, Jose Antonio |
Analysis of cable-stayed bridge construction |
785-792 |
| Lund, Hans |
Soil Structure Interaction and Performance Based Design for the Port Mann Cable Stayed Bridge |
3499-3506 |
| Luo, Pengjun |
Fatigue Evaluation and Parametric Study on Orthotropic Steel Deck Composed of a New-Type of U-rib with Upset Webs |
2567-2577 |
| Lyttle, Peter |
The Lusail Feature Arch |
3459-3466 |
| Lyu, Zhan |
Feasibility of timber-concrete composite road bridges with under- deck stay cables |
268-275 |
| M. Goh, Chong Yik |
Toward Practical Modelling of Reinforced Concrete Flat Slab Systems |
1122-1129 |
| Ma, Zhuang |
Comparative Study between Reversely and Forwardly Constrained Optimal Design Method for Tall building Structure |
1630-1635 |
| Ma, Zuqiao |
The 2nd Wuhu Yangzi River Bridge: a 806m Span Cable-stayed Bridge use U-Shape Anchoring System |
284-291 |
| Macchi, Niccolò |
Bracing of large GFRP frames with very slender GFRP panels |
1855-1862 |
| Madsen, Preben Ren |
Using game engines in visualizations and simulations of the bridges in the E39 fjord crossings project. |
1707-1710 |
| Maier, Francesca |
Digital Delivery with Building Information Modeling for Bridges |
847 |
| Mailhot, Guy |
The New Champlain Bridge Corridor Project – Needs, Owner |
2059-2066 |
| Malhotra, Ashok |
The 5% Solution |
2483-2487 |
| Mameng, Sukanya Häg |
Experience of duplex stainless steels as construction materials in bridges: Results of seven inspections |
1691-1698 |
| Mantawy, Islam M. |
Analytical Study Assessment of a Bridge with Pretensioned Rocking Columns for Rapid Construction |
1903-1910 |
| Marchand, Kirk A |
Extending Building Façade Performance Requirements for Blast: Hazard and Injury Assessment Investigations |
1561-1568 |
| Marchand, Kirk A. |
Extending Glass Façade Performance Predictions for Natural and Man- made Hazards Using Accessible High Fidelity Formulations |
2338-2346 |
| Maree, Ahmed F. |
End Diaphragm Cracking of Box Girder Bridges due to Post-tensioning: Case Study |
936-943 |
| Martin, Andrew |
Sustainable Bridges – Implementing Owner Sustainability Requirements |
2386-2391 |
| Mashal, Mustafa |
Accelerated Bridge Construction (ABC) in Idaho: The State-of-the-Art Bridge Technologies, Current Practice and Future Research |
2650-2658 |
| Massicotte, Bruno |
Effectiveness of UHPFRC cover for the seismic strengthening of deficient bridge piers |
2723-2730 |
| Matejicka, Lubomir |
Innovative bridge cables for the reduction of ice-shedding risk |
3306-3313 |
| Mathern, Alexandre |
Enhanced strut-and-tie model for reinforced concrete pile caps |
607-614 |
| Matos, José |
COST TU1406 – An overview of European Standardization on Quality Control of Road Bridges |
304-311 |
| McCallum-Mantha, Brittany |
Analysis of Confederation Bridge Pier Behaviour Following Blizzard Using Pier Tiltmeter Monitoring System |
1074-1081 |
| McGain, Zachary |
The New Champlain Bridge: Technical Challenges in Design of the Approach Viaducts |
2083-2089 |
| Meinhardt, Marcel |
Assessment of the crack propagation in reinforced concrete |
3076-3083 |
| Mendez-Galindo, Carlos |
Lead Rubber Bearings for Seismic Isolation of Structures in Cold Climates - New Developments |
54-63 |
| Mendez-Galindo, Carlos |
Seismic Retrofitting of Existing Structures – Common Strategies and Case Studies |
707-714 |
| Menétrey, Francisco |
Long term deflections of Paudèze Bridges |
1895-1902 |
| Menétrey, Philippe |
Bridge deck deflection: importance of early shrinkage |
928-935 |
| Menétrey, Philippe |
Hybrid structure for the ArtLab EPFL pavilion |
1699-1706 |
| Meng, Niculin |
Polyurethane flexible plug expansion joints – Characteristics, benefits and case studies |
524-531 |
| Mengeot, Pierre |
Smartcoco Research Project |
1911-1917 |
| Menkulasi, Fatmir |
Four High Performance Concrete Deck Configurations for Louisiana’s Movable Bridges |
2739-2746 |
| Menkulasi, Fatmir |
Rehabilitation of Deteriorated Timber Piles with Fiber Reinforced Polymer Composites |
389-396 |
| Mermigas, Konstantinos Kris |
Concepts for Durable Post-Tensioned Bridges over Highways in Ontario, Canada |
2466-2474 |
| Mikkonen, Atte |
Optimization of the curved pylon |
2958-2965 |
| Mitchell, Denis |
Canadian Code Framework for Performance Based Seismic Design of Bridges |
3167-3174 |
| Mitchell, Denis |
The Existing Champlain Bridge – Assessment Using Refined Analyses |
1521-1528 |
| Mohareb, Sherif |
Fretting Fatigue Analysis of Bridge Stay Cables at Saddle Supports using Multiaxial Stress-Based Approaches |
2051-2058 |
| Mohsen, Alamir |
The imminent Future of Parametric Nodes |
1887-1894 |
| Montens, Serge |
An innovative metro viaduct using UHPC |
3114-3121 |
| Moravvej, Mohammad |
Fatigue Damage Identification in Precast Truss Girders Using Relative Wavelet Entropy |
3283-3290 |
| Mueller, Kevin |
Robust Bridge Design Framework to Blast, Fire, and other Extreme Threats |
2615-2622 |
| Mukherjee, Debabrata |
Single Row Piles in Integral Bridge Foundations: Challenges and Solutions |
3491-3498 |
| Mullem, Tim Van |
Numerical simulation of long-term creep tests on prestressed beams |
2113-2119 |
| Murdoch, Nathan |
Calgary Airport Trail Tunnel Temperature Monitoring |
2163-2170 |
| Mylonas, Charilaos |
Surrogate Modelling For Fatigue Damage of Wind-Turbine Blades Using Polynomial Chaos Expansions And Non-Negative Matrix Factorization |
809-816 |
| Nabid, Neda |
A Novel Methodology for Optimum Seismic Performance-based Design of Friction Energy Dissipation Devices |
2196-2203 |
| Nader, Marwan |
Design of the Cable-Stayed Bridge Signature Span of the New Champlain Bridge |
2075-2082 |
| Nader, Marwan |
The New Champlain Bridge – Performance and Design Criteria |
2067-2074 |
| Nagayama, Tomonori |
Deflection estimation of a steel box girder bridge using multi-channel acceleration measurement |
1667-1674 |
| Nakamizo, Daiki |
Design example of mid-story-isolated skyscraper with the viscous dampers to reduce the response acceleration in lower part of the building |
3010-3017 |
| Nault, Gregory J |
Case Study of Two U.S. Bridge Projects Using Prefabricated Bridge Elements Connected with Ultra-High Performance Fiber-Reinforced Concrete (UHPFRC) |
2691-2698 |
| Neiva, Diana |
Robustness-based assessment of railway masonry arch bridges |
2848-2855 |
| Nichols, John |
Transverse Acceleration causing damage in a masonry arch bridge |
1989-1996 |
| Nincevic, Kresimir |
Aggregate effect in fastening applications |
3092-3098 |
| Nishikawa, Takafumi |
A Critical Fatigue Crack in a Long-Span Truss Bridge; Cause Investigation and Measures |
2035-2042 |
| Nowak, Marcel |
The effect of constraining measures for road traffic on highway bridges |
470-479 |
| Nowak, Marcel |
Modified traffic load models for reassessment of short-span highway bridges |
3392-3400 |
| Nurmi, Sara |
Distributed Sensing to Assess the Impact of Support Conditions on Slab Behaviour |
1478-1485 |
| O''Connell, Ryan |
Seismic Retrofit of the McIlraith Bridge |
2234-2240 |
| O''Hagan, Sean |
Innovative Design and Construction of Special Guideway Structures for Vancouver’s New Evergreen Line SkyTrain Extension |
3150-3158 |
| O''Hagan, Sean |
Rosedale Overhead: Functional Upgrades, Structural Rehabilitation and Seismic Retrofit |
421-429 |
| Okumura, Atsuhiro |
Fatigue inspection for orthotropic steel deck with infrared thermography |
2022-2029 |
| Olipitz, Michael |
A tensioning-belt-cable-bridge above the Kaponiggraben in Austria – design and realization |
261-267 |
| Ong, Chong Yong |
Investigation of Causes of Cracks in a Precast Concrete Closed Spandrel Arch Bridge with Corrugated Section |
920-927 |
| Ono, Shuhei |
Rational Reinforcement utilizing Post-tensioning Anchorage Devices in Horizontal Force Adjustment for Closure Pour |
584-591 |
| Oosterhof, Steven A |
Column Removal Analysis of Bare Steel Gravity Frames Using Connection Behaviour from Physical Tests |
1344-1352 |
| Osborne, Gonzalo |
Innovative Means and Methods for the New Champlain Bridge |
2098-2105 |
| Ostrowski, Joseph |
Innovative Expansion Joint Replacement for Burlington Bay Skyway |
42-48 |
| Oswald, Charles |
Energy Absorbing Connectors for Blast Resistant Design |
462-469 |
| Ozkul, Ozgur |
Calli Extradosed Bridge: Fast track project for an extradosed bridge in seismic area |
677-682 |
| Ozola, Lilita |
Modelling of structures and joints for performance-based design |
578-583 |
| Pacheco, Pedro |
Organic Prestressing Impact in Multi-Span Large Deck Construction |
2890-2897 |
| Padilha, Diego |
Vibration Testing of Scaled Cable-Stayed Bridges |
1981-1988 |
| Paik, Hansol |
Innovative Technology of Yavuz Sultan Selim Bridge Design and Construction |
1018-1025 |
| Papinutti, Mitja |
Coupled wind and wave load analyses of multi-span suspension bridge supported by floating foundations |
3052-3059 |
| Papinutti, Mitja |
A frequency domain tool for investigation of wind response of TLP suspension bridges |
198-205 |
| Parghi, Anant |
Seismic collapse safety of RC circular bridge pier retrofitted with fibre reinforced polymer |
2141-2148 |
| Park, Jamin |
Shaking Table Test Using Scaled Model of Reinforced Concrete Column Considering Time Variation from Similitude Conditions |
1790-1797 |
| Park, Jongho |
A Study on Parameter of Steel Strain of Precast Reinforced Concrete with Joint |
1675-1682 |
| Park, Min Jae |
Fire Resistance Performance of Prefabricated Composite Floor System Infilled with Phase Change Material |
454-461 |
| Park, Wonsuk |
Finite Element Model Update of Cable Supported Bridges Using Large Scale Global Optimization Technique |
2950-2957 |
| Park, Yeun Chul |
Fatigue Performance Evaluation of Severely Corroded Steel Strands |
2030-2034 |
| Paulsen, Michael |
Construction of the Terwillegar Park Stressed-Ribbon Footbridge |
1453-1460 |
| Pavía, Carlos Bajo |
Lessons learned from construction of several extradosed bridges |
994-1001 |
| Pekoll, Oskar |
Back to the Future – Reconstruction and Revitalization of the BIKINI House in the Centre of Berlin |
1050-1057 |
| Peng, Bo |
Current Status and Thinking of Chinese Ancient Bridges Protection |
754-761 |
| Perse, Sophia |
Development of a modular footbridge system with pre-tensioned CFRP reinforcement |
354-360 |
| Pfaffinger, Marjolaine |
Optimization of Sealing Plates for Hanger Connections at Tied Arch Bridges |
2930-2936 |
| Phillippi, Donald J. |
Three-Dimensional Non-Linear Analyses of Special Reinforced Concrete Moment Frames |
1320-1327 |
| Philp, John |
Structural Widening of 2-Span Continuous Prestressed Concrete Bridge: Structural and Seismic Implications |
2188-2195 |
| Pich, Benedicte |
Some aspects of Chacao Bridge design |
2792-2799 |
| Potapova, Lana |
US Olympic Museum |
2265-2271 |
| Pothisiri, Thanyawat |
Modeling of Bonding for Epoxy Resins between Steel Rebar and Concrete at Elevated Temperatures |
3340-3347 |
| Prager, Melanie |
Structural Behaviour of UHPC with Micro-Reinforcement |
3122-3129 |
| Preinstorfer, Philipp |
Development of prestressed T-beams made of textile reinforced UHPC |
3130-3135 |
| Qitong, Yu |
Numerical Analysis of Stress Concentration Factors of CFRP- Strengthened Fillet Welded T-joints |
1353-1360 |
| Radojevic, Dusan |
Replacement of the Macdonald Bridge Suspended Spans: Fabrication and Field Construction Works |
951-958 |
| Rasmussen, Annette Beedholm |
An experimental study of crack development in flexural reinforced concrete members |
3099-3106 |
| Rauch, Marion |
Challenges for tower structures of modern wind turbines |
825-832 |
| Rebel, C.P. (Ken) |
Conceptual Design of Salmon River Replacement Bridge |
1718-1725 |
| Rehde, Franziska |
Building-Integrated Photovoltaic – Standardization and Testing |
1130-1137 |
| Reich, Stefan |
Concept, Realization and Monitoring of an advanced space structure |
2914-2921 |
| Reimer, Andreas |
Experimental Research on Concentrated Load Transfer between Steel and Slender Reinforced Concrete Slabs by High Performance Saw- Tooth Connectors |
1098-1105 |
| Reintjes, Karl-Heinz |
Cross-Sections of long Composite Bridges – Performance based Design |
1414-1421 |
| Reiso, Marit |
Artificial seabed; a mooring concept for crossing long and deep waterways |
3291-3298 |
| Rengstl, Mathias |
Fatigue Design of high stressed aluminium structures under cyclic loading |
2578-2583 |
| Robazza, Brook R. |
Design and Erection of the Arrah-Chhapra Bridge |
540-547 |
| Rodrigues, Luís |
Structural Efficiency of Cold-Formed Steel Beams with Stiffeners in the Web |
222-229 |
| Rosko, Peter |
The Probabilistic Analysis of Vienna Stadium Roof Structure |
3425-3432 |
| Roy, Sougata |
Strengthening of a Twin Arch Bridge in Goa, India for Stability |
2528-2535 |
| Rui-Wamba, Javier |
Detailed Design of the Urban Tunnels under Las Glorias Square, Barcelona |
3522-3528 |
| Rusev, Rusi |
Designing the River Irwell Crossing – the UK’s first network arch bridge |
655-662 |
| Saige, David |
Vibration control of footbridges under pedestrian loading using tuned mass damper systems with eddy current damper technology |
2248-2255 |
| Salgado, Rafael A |
Modelling Beam-Column Joints for Progressive Collapse Analysis |
592-599 |
| Salib, Sameh |
Structural Evaluation and Load Rating of Lorne Bridge: A Historic Open-Spandrel Arch Bridge-Case Study |
715-721 |
| Sanchez, Telmo Andres |
Post-Earthquake Analysis, Retrofit, and Future Performance of the Centinela Building |
2520-2527 |
| Sánchez-Aparicio, Luis Javie |
On the use minor and non-destructive methods for the safety evaluation of an historic RC bridge: the Bôco Bridge |
1058-1065 |
| Santos, Luis Oliveira |
Thermal behaviour of a concrete cable-stayed bridge in Algeria |
167-174 |
| Santos, Sergio H.C. |
Comparative Study of a Set of Codes for the Seismic Design of Buildings |
136-143 |
| Sarkar, Pradip |
Seismic Fragility Curves using Natural and Synthetic Ground Motions |
1274-1280 |
| Sarkis, Ana |
Resilience-based design and damage-resistant technologies for an enhanced seismic performance of bridges |
3417-3424 |
| Schlereth, Kevin |
What happens in BIM, stays in BIM |
848 |
| Schneider, Brett H. |
Development of a Two-way Column-supported Flat Plate in Cross Laminated Timber |
1957-1964 |
| Schnellenbach-Held, Martina |
Adaptive Prestressed Structures realized by utilization of Artificial Intelligence Techniques |
2133-2140 |
| Schueller, Matthias |
New Dynamic Center Piece for Montréal Delivers on All Challenges |
2906-2913 |
| Schultz, Joshua |
Comparison of CLT Design Methods to Composite Beam Theory |
1949-1956 |
| Schultz, Joshua |
Glass Failure Prediction Model for Out-of-Plane Bending of Waterjet- Drilled Holes |
2362-2369 |
| Schutte, William |
FRP composite bridges provide optimal solutions in urban areas |
1839-1846 |
| Scotto, Giulio Maria |
Incremental launching method for bridges of Northern Marmara Motorway, Turkey |
3206-3213 |
| Semendary, Ali A. |
Dynamic Response of Adjacent Prestressed Concrete Box Beam Bridge utilizing Reinforced UHPC Shear Keys |
3107-3113 |
| Semendary, Ali A. |
Numerical Evaluation of Moment Live Load Distribution Factors in NEXT D Beam Bridge |
1636-1643 |
| Sena-Cruz, José |
Short and long-term behaviour of RC slabs strengthened with prestressed CFRP laminate strips |
2475-2482 |
| Sert, Halide |
Contribution to Restoration Process of Structural Analysis Studies on Historic Bridges |
1034-1041 |
| Sert, Halide |
Historical Arched Stone Bridges and Their Long Lasting History in Turkey and Balkans |
730-737 |
| Shah, Hemal J. |
Dynamic Analysis of Innovative Hybrid Wind Mill Tower Considering Soil Structure Interaction |
838-845 |
| Shahini, Marzie |
Improving seismic performance of the non-structural light steel framing systems using sliding bolted connections |
1811-1816 |
| Shahnewaz, Md |
Seismic Performance of Cross Laminated Timber (CLT) Platform Building by Incremental Dynamic Analysis |
430-436 |
| Shekarchi, William |
Shear Strengthening of Pile Cap Girders Using Carbon Fiber Reinforced Polymer (CFRP) Strips |
2106-2112 |
| Sherstobitoff, John |
Soil-Structure-Pipe Interaction Analysis and Inelastic Design of the Port Mann Water Supply Tunnel Shaft and Pipe – Case Study |
3507-3513 |
| Shu, Jiangpeng |
Punching/Shear Strength of a Full-scale Tested Bridge Deck Slab |
1750-1757 |
| Shujun, Fang |
Finite Element Analysis of Bearing Plinth in Different Sizes |
1659-1666 |
| Siebert, Barbara |
Building with Glass as Structural Element in Alpine Areas |
2370-2377 |
| Šišmišová, Zuzana |
Traffic Response Pattern of Cable-Stayed Bridge as a Comparison Tool for SHM |
191-197 |
| Siwowski, Tomasz W |
Development, testing and construction of the hybrid FRP composite – concrete road bridge |
1824-1831 |
| Smilauer, Vit |
Durability assessment of reinforced concrete structures due to chloride ingress up and beyond induction period |
2488-2495 |
| Smith, David A |
Walton Bridge – a new arch bridge over the River Thames, UK |
3439-3450 |
| Smits, Joris |
Shaping Forces; the symbiotic relation between structure and architecture |
1369-1374 |
| Soane, Alastair |
CROSS International |
3409-3416 |
| Solovev, Sergei |
Aerodynamics challenges and solutions for structures of unique architecture |
1569-1575 |
| Sousa, Hélder S |
Uncertainty of Visual Inspection on the Reliability Analysis of Timber Elements |
2314-2321 |
| Spuler, Thomas |
Pendulum-type bearings / seismic isolators – solutions and case studies |
1726-1733 |
| Stathis, Paul |
Unique access system engineering innovation leads to important milestone at MLC Centre |
1623-1629 |
| Stephens, Max T. |
Comparing Seismic and Tsunami Load Demands on Reinforced Concrete and Concrete Filled Steel Tube Bridges |
691-698 |
| Stroetmann, Richard |
Assessment of the brittle fracture behaviour of old mild steel structures |
2559-2566 |
| Su, Di |
Load Rating of a Steel Bridge by Inclination Measurement |
647-654 |
| Sugita, Kiyotaka |
High toughness RC railway viaduct with columns reinforced by arranging a spiral rebar inside of the longitudinal bars |
2864-2871 |
| Sun, Limin |
Optimizing Nonlinear Damper Performance for Multi-Mode Cable Vibration Control based on Forced Vibration Responses |
3004-3009 |
| Surtees, Tom |
Engineering the Oculus – World Trade Center PATH Transportation Hub |
1042-1049 |
| Svendsen, Martin N |
Wind Response of the New Varodd Bridge Balanced Cantilever |
1965-1972 |
| Szabó, Gergely |
Static and Dynamic Study of a 700 m Long Catenary Bridge |
548-555 |
| Tan, Geem Eng |
Design and Construction of a Lagoon Bank Protection Structure with Precast Counterfort Wall System |
2180-2187 |
| Tanase, Lee D. |
Going Digital: Increase Performance and Productivity Using A Common Data Environment |
849 |
| Tarrell, Jack |
Hagwilget Bridge, Canada: |
562-569 |
| Tej, Petr |
Experimental Thin-Walled U-Profile Footbridge Made of UHPFRC |
361-365 |
| Terwel, Karel |
Contributing human and organizational factors for damage of Bos & Lommer plaza in Amsterdam |
3269-3276 |
| Terzioglu, Tevfik |
Field Testing and Computational Model Verification for Spread Slab Beam Bridges |
1089-1097 |
| Teslim-Balogun, Adeyanju |
Assessment of efficiency of intensity measures for performance- based travelling fire design |
1652-1658 |
| Thonstad, Travis |
Pretensioned, Rocking Bridge Columns for Accelerated Construction and Enhanced Seismic Performance |
1304-1311 |
| Tinawi, Rene |
The Existing Champlain Bridge – Instrumentation, Monitoring and Load Tests |
1513-1520 |
| Tomek, Pavel |
Enabling a New Architectural Paradigm with Performance Based Design of a Base Isolated Sculptural Office Tower |
1398-1405 |
| Tomek, Pavel |
Harnessing Results of Nonlinear Dynamic Soil Structure Interaction Analysis in Reinforcement Design of an Underground Rail Station |
480-486 |
| Traykova, Marina |
Sustainable retrofitting of existing buildings in peripheral residential districts of big European cities |
2451-2457 |
| Tromp, Leisbeth |
Durable design of a 42m full FRP footbridge for Bergen, Norway. |
1832-1838 |
| Tromposch, Eric |
Northeast Anthony Henday Drive / Yellowhead Trail System Interchange |
487-495 |
| Trowland, Morgan T. |
Atal Bridge: Efficient Delivery of Construction Engineering Services Using Information Communication Technology |
1026-1033 |
| Trowland, Morgan T. |
Full Live Load Test of a Cable-Stayed Bridge |
501-508 |
| Trucco, Pablo |
Composite Pile Foundation in Bridge: Code recommendation and Chilean experience |
3483-3490 |
| Truong-Hong, Linh |
Tunneling Appropriate Computational Models from Laser Scanning Data |
175-182 |
| Tutsch, Joram |
Modular steel lamella roofs by Hugo Junkers
A lightweight structure from the 1920s |
623-630 |
| Valenzuela, Matias A |
Challenges with Building the Longest Suspension Bridge in South America - Overview of Issues – The Owner’s Perspective |
2808-2815 |
| Van Niejenhuis, Colin |
Life-cycle cost analysis of concrete structures reinforced with stainless steel reinforcing bars |
880-887 |
| Varedian, Mattias |
A New Improved Type of Friction Connection – An Experimental Study |
214-221 |
| Veie, Johannes |
The development of timber as a construction material for bridges in Norway |
2308-2313 |
| Villamizar, Sandra |
Use of Extra Coating Thickness on Epoxy-Coated Bars in Concrete Deck Replacement |
904-911 |
| Ville, Vincent de |
The Third Bosporus Bridge - Its longitudinal and transversal behaviour |
1599-1606 |
| Villoria, Bruno |
Multi span suspension bridge on floating foundations – behaviour under operation |
509-516 |
| Villoria, Simen Hellgre |
Concept overview of a multi-span suspension bridge on floating foundations |
3037-3044 |
| Viviani, Marco |
An efficient seismic retrofit for the Capodichino viaduct |
144-151 |
| Voulpiotis, Konstantinos |
Simplifying Complex Problems: Use of Parametric Tools to Design and Build Complex Wood Structures |
2330-2337 |
| Wahyuni, Endah |
Effect of Triangle Cables Configuration on the Behavior of Reinforced Concrete Submerged Floating Tunnel under Hydrodynamic Load |
3045-3051 |
| Walters, Ian |
Preserving a Well-loved Heritage Structure |
746-753 |
| Wan-Wendner, Lin |
Discrete modeling of reinforced and prestressed concrete beams under shear loads |
1774-1781 |
| Wang, David |
Special Accommodation for Structural Steel Coating of Burlington Bay Skyway |
2771-2778 |
| Wang, Lei |
Filling of strand corrosion products in cracked concrete based on accelerating corrosion method |
381-388 |
| Wang, Xiaojian |
Experimental Study on Mechanical Behavior of T-shape Stiffened Orthotropic Steel-concrete Composite Bridge Decks |
245-252 |
| Wang, Yan |
Flexural Performance of the UHPC Deck in a Novel Steel-UHPC Composite Girder |
3142-3149 |
| Watson, Ronald J |
Innovative Bearing Design for Bridges |
29-34 |
| Wee, Frances |
Low Level Road Bridges: A Sustainable Project |
2392-2401 |
| Wei, Debin |
Radial Floating Ice Deflector: An Innovative Approach |
3325-3332 |
| Wei, Sihang |
Comparison of Shear Design Provisions of Structural Concrete Members Used in Various Approaches |
1766-1773 |
| Wiciak, Piotr |
Geometric effects on Ultrasonic Pulse Velocity Method for Structural Assessment – Experimental Study on Mortar Specimens |
3084-3091 |
| Wium, Jan |
Considering constructability in precast construction |
1002-1009 |
| Woerd, Jan |
Design, construction and strengthening of shell structures made by folding |
2898-2905 |
| Wong, Jermyn |
Innovative Solutions for Mid-rise Residential Passive House Wood Structure |
1942-1948 |
| Woolford, David |
Upgrading the Yellowhead Highway in Jasper National Park |
2623-2628 |
| Wu, Teng |
Changing Bridge Aerodynamics under Nonstationary Winds |
2006-2013 |
| Xia, Zhiyuan |
Self-anchored Suspension Bridge Model Updating with Artificial Neural Network and Modified Particle Swarm Optimization |
2966-2973 |
| Xie, Luqi |
Analysis on Fabricated Concrete Frame with Replaceable Energy Dissipation Connectors |
1805-1810 |
| Xie, Wen |
Shaking Table Test on a Super Long-span Cable-stayed Bridge Subjected to Spatially Varying Ground Motions |
2226-2233 |
| Xu, Dong |
Simulating composite bridges with corrugated steel webs using spatial grid model |
230-237 |
| Yang, Kyuyoung |
Cable Erection of Triple Pylons (multi-span) Suspension bridge, New Millennium Bridge |
972-977 |
| Yang, Zheng |
Test and Simulation of Pedestrian-induced Vibrations in a Double-arch Footbridge with Curved Girder |
2280-2284 |
| Yasukawa, Machiko |
Development of post-installed mass damper for automated warehouse |
2996-3003 |
| Yu, Xiangmin |
Field Load Test of Cable Crane for a Record-breaking Cable-stayed Bridge |
3299-3305 |
| Zhan, Ying |
Identification of Bridge Surface Roughness Profile Using Drive-by Technique |
3253-3260 |
| Zhang, Cheng |
The Existing Champlain Bridge – Developing a Customized Inspection and Assessment Methodology |
1545-1552 |
| Zhang, Erhua |
Influence of Curvature Radius on Static and Dynamic Characteristics of Curved Cable- stayed bridge |
793-800 |
| Zhang, Jiachen |
Assessing the Impact of Improper Placement on Reinforced Concrete Beam Behaviour |
896-903 |
| Zhang, Jianren |
Effect of corrosion on bond performance of corroded pretensioned prestressed concrete beams |
865-872 |
| Zhang, Jie |
Seismic Performance and Failure Mechanism Study of Double Deck Bridges by Pushover Analysis |
128-135 |
| Zhang, Qinghua |
Optimal Design and Fatigue Performances of Innovative Corrugated Orthotropic Steel Deck Plate-RPC Layer Composite Deck Structure |
2043-2050 |
| Zhang, Sisi |
Behavior of transition plates crossing high-speed railway bridge joints in Germany |
2856-2863 |
| Zhang, Yu |
Refined Stress Check of Special Concrete Box Girder Bridges at Serviceability Limit State |
615-622 |
| Zhou, Xiaohang |
Modal parameter identification of a curved cable-stayed model bridge based on EDA and DATA-SSI |
253-260 |
| Zhu, Shiyao |
Construction monitoring and control for Jiaomen River arch bridge in Guangzhou |
2675-2682 |
| Zhuang, Dongli |
Study on Tensional Countermeasures for |
770-776 |
| Zhuo, Weiding |
Experimental Study on Ductility and Hysteretic Energy of CIP and Precast Bridge Piers with High Strength Rebar |
81-87 |
