| Aas-Jakobsen, Ketil |
Multimode flutter analysis of Chacao bridge |
1125-1132 |
| Abbas, Hussein H. |
Evaluation of Strengthening Applications for Old Railway Bridges in Egypt |
2503-2510 |
| Achi, Lina Martinsson |
Wanted: a larger, different kind of box |
358-367 |
| Akgül, Ferhat |
An Investigation of Concrete Strength and Ultrasonic Pulse Velocity for an Existing Bridge Group |
1834-1839 |
| Akkermann, Jan |
The Ship Lift at Three Gorges Dam, China – World’s Largest Elevator |
2693-2702 |
| Alphen, Sander van |
Recalculation and strengthening of the double arch bridge |
214-221 |
| AlSanad, Shaikha Abdulattef |
Green practices in the Kuwait building industry: drivers and barriers |
1708-1715 |
| AlSanad, Shaikha Abdulattef |
Risk Management for Construction of a Mega Project in Kuwait |
132-141 |
| Andersson, Axel |
Estimation of ship bridge collision probability by use of Monte Carlo simulations |
142-149 |
| Andrade, Pedro |
Innovative System for the Construction and Management of Student Residences – Frameup System |
1364-1370 |
| Andrasi, Katalin |
Ancient and modern - a contemporary footbridge at Harlech Castle, Wales |
2391-2398 |
| Arenas, Juan José |
La Florida Suspension Bridge. Oviedo, Spain. |
2307-2314 |
| Arenas, Juan José |
Viaduct over River Almonte. Design and Analysis |
2345-2352 |
| Argentini, Tommaso |
Wind effects of a pedestrian arch bridge with complex shape |
1157-1164 |
| Arribas, David |
Almonte Viaduct. Construction Process |
2291-2298 |
| Arribas, David |
Almonte Viaduct. Detailed Design |
2283-2290 |
| Athanasopoulou, Sotiria |
Seismic strengthening of columns with deficient ductility and capacity |
1039-1046 |
| Avellan, Kari Christer |
Strengthening and Reconstruction of the Hugo Treffner Gymnasium building in Tartu, Estonia |
1517-1522 |
| Backer, Hans De |
The Influence of Concrete Filling on the Fatigue Behaviour of Tubular Steel Bridge Joints |
2117-2124 |
| Bagge, Niklas |
Evaluation of Residual Prestress Force in a Concrete Girder Bridge |
222-229 |
| Bahra, Amar |
Copenhagen Inner Harbour Bridge |
2368-2374 |
| Bednarski, Cezary Marek |
Slide and Turn Gracefully and Economically – A Tale of Four Bridges |
2711-2718 |
| Beghini, Alessandro |
Graphical Methods for the Design of Structures |
2221-2227 |
| Bernardo, Salvatore Di |
Evaluation of Fracture Critical Bridges in the US using System Redundancy |
963-970 |
| Beygi, Heydar |
Vibration Control of a High-Speed Railway Bridge Using Multiple Tuned Mass Dampers |
2519-2526 |
| Birchall, Matthew |
London 2012 Olympic Stadium Transformation: Part 2: Engineering the Extraordinary |
230-237 |
| Blick, Sarah Jane |
Tame Valley Viaduct Assessment and Strengthening |
1509-1516 |
| Blomfors, Mattias |
Engineering Assessment Method for Anchorage in Corroded Reinforced Concrete |
2109-2116 |
| Brehm, Eric |
An Empirically Verified System for Quality and Reliability Management |
89-97 |
| Brühwiler, Eugen |
Forensic investigation of early age Alkali-Aggregate Reaction damaged concrete elements: causes and lessons |
928-934 |
| Brühwiler, Eugen |
Non-invasive interventions on three concrete structures of high cultural and aesthetic value |
668-676 |
| Brunn, Benjamin |
The Container Connection of the New Indian Antarctic Research Station |
2676-2684 |
| Buchin-Roulie, Vanessa |
Retrofitting of AYALA Bridge, an historic steel bridge in Manilla (Philippines) |
653-659 |
| Butler, Liam J |
Integrated Fibre-Optic Sensor Networks as Tools for Monitoring Strain Development in Bridges during Construction |
1762-1770 |
| Cantero, Daniel |
Study of tension in mooring cables under parametric excitation for submerged floating tunnels |
1927-1934 |
| Capellán, Guillermo |
Design and Construction of Frank Gehry Bridge. |
2655-2662 |
| Capellán, Guillermo |
Design of Ponte dei Congressi in Rome, Italy |
2299-2306 |
| Capellán, Guillermo |
Viaduct over River Almonte. Site Control and Supervision |
1850-1857 |
| Carbonari, Sandro |
A higher order finite element to analyse steel-concrete composite bridge decks |
40-47 |
| Carlucci, Alberto |
An innovative methodology to determine the partial load factor for prestressing in cable supported bridges |
32-39 |
| Castrodale, Reid Wilson |
Lightweight Concrete Bridges: Recent Data Reveal New Opportunities |
2084-2092 |
| Cheynet, Etienne |
Wind-induced vibrations monitoring with satellite navigation |
57-64 |
| Choi, Hyunsok |
Static Behaviour of Cable-stayed Suspension Bridge with a Transition Zone |
2615-2622 |
| Chomchuen, Prakit |
Flexural Behavior Enhancement of Cementitious Structural Insulated Panels |
2125-2129 |
| Christer Wiklund, Ulf Kjell |
First Environmental Product Declaration, EPD, for a Building |
786-793 |
| Chronopoulos, Petros |
Experimental behaviour of externally confined concrete columns with inadequate lap spliced rebars under fully reversed cyclic loading |
1572-1579 |
| Claassen, Wouter |
Bio-based composite moveable bridge |
1401-1408 |
| Combescure, Etienne |
Challenges in seismic design of incrementally launched bridges of Northern Marmara Motorway |
1023-1030 |
| Correia, José |
Fatigue Behaviour of a riveted beam-to-column connection |
322-326 |
| Correia, José |
Fatigue behaviour of single and double shear connections with resin-injected preloaded bolts |
327-339 |
| Cremona, Christian |
Big data and structural health monitoring |
1788-1796 |
| Croce, Pietro |
Estimation of the influence of climate change on snow load on structures |
951-960 |
| Croce, Pietro |
On Bayesian Identification Methods for the Analysis of Existing Structures |
116-123 |
| Curran, Peter |
Challenges in the Design and Construction of the Queensferry Crossing |
2685-2692 |
| da Câmara, António Perry |
Bridges Piers’ replacement due to alkali-silica reaction pathologies |
1523-1529 |
| Dakov, Dimitar |
Deterioration of connections and failure of light-weight façade envelopes due to sequence of seismic and wind actions |
878-883 |
| Darlow, Mark Richard |
Strengthening of Riveted Connections of a Steel Arch Bridge: Lessons Learned |
1588-1595 |
| Delatte, Norbert J |
Systems for Structural Failure Investigations in the United States |
943-950 |
| der Burg, Mark van |
The design challenges of the new movable bascule bridge 'Parallelstructuur A12 Gouda' |
2353-2359 |
| Dezi, Luigino |
An innovative seismic protection system for existing buildings: External Dissipative Towers |
1076-1083 |
| Dib, Antoine |
Experimental assessment of a new steel hysteretic device: Crescent Shaped Brace |
2214-2220 |
| Ding, Jiemin |
Application Research of Viscous Damping Outrigger in Seismic Design of Super High-rise Buildings |
1092-1099 |
| Ding, Jiemin |
Design and Study of Super Suspend Curtain Wall Support Structure of Shanghai Tower |
2771-2778 |
| Droogné, Didier |
Robustness based evaluation of a concrete frame considering the Eurocode design guidelines |
423-430 |
| Du, Guangli |
Evaluating the life cycle environmental impact of short span bridges |
1701-1707 |
| Dunham, Kjersti Kvalheim |
Coastal Highway Route E39 – Extreme structures along the coast of Norway |
|
| Duntemann, John F |
Design Specifications for Bridge Temporary Works in the United States |
2804-2810 |
| Edwards, Liam |
Design Challenges of the Horotiu Paa Bridge – Maximising Structural Efficiency and Economy |
827-836 |
| Efthymiou, Eleftheria Anthi |
Spatially variable seismic ground motions and their effect on cable-stayed bridges: The role of the tower. |
1084-1091 |
| Egawa, Noriaki |
Large-scale structure repair project of the Hanshin Expressway |
1716-1723 |
| Eidem, Mathias Egeland |
History of the Bjørnafjorden fjord crossing project |
1943-1950 |
| Eidem, Mathias Egeland |
Proposal for a Submerged Floating Tube Bridge as part of the Bømlafjord crossing |
1951-1955 |
| Ekström, Daniel |
Integrated project teams in early design stages – Key variables influencing cost effectiveness in bridge building |
598-606 |
| Elmy, Mohammad Hamid |
An Economical Composite Girder Bridge Using Rolled Steel H-Section |
1964-1971 |
| Ernst, Christian |
Cycle Superhighways: Ullevaal Bridge, Oslo, Norway |
2663-2667 |
| Falk, Niels Wingesøe |
Digitalisation as an Enabler in the Construction Industry Virtual Design and Construction in MT Højgaard
Virtual Design and Construction in MT Højgaard |
|
| Feleki, Attila |
Challenges in structural designing of egg-shaped steel structure |
2243-2250 |
| Fenu, Luigi |
Curved deck arch bridges supported by an inclined arch |
273-280 |
| Flansbjer, Mathias |
Structural Concept of Novel RPC Sandwich Façade Elements with GFRP Connectors |
2164-2171 |
| Franchetti, Paolo |
Experiences in infrastructure and bridge risk management |
124-131 |
| Fujita, Masanori |
In-plane Shear Test of Floor Structure Adapting for the CSTS Using a Cross Laminated Timber |
1379-1384 |
| Fukunaga, Susumu |
Seismic retrofit for the truss bridges of the Seto-Ohashi Bridges |
1007-1014 |
| Furuya, Yoshiyasu |
Application of GFRP for Bridge Inspection Way |
1304-1311 |
| Gabler, Magdalena Maria |
Icing of Bridge Cables – State-of-the-Art - Review |
2579-2586 |
| Gabler, Markus |
Monitoring and Inspection of a Fiber Reinforced Polymer (FRP) Road Bridge |
1296-1303 |
| Gaubert, Julie |
In-between a truss girder and a stay-cable bridge |
2623-2630 |
| Ge, Yuanfei |
A refined model of concrete carbonation by coupling of multi-factors |
1198-1206 |
| Gedik, Yasar |
Structural and Seismic Investigation on Historical Papaz Bridge in Turkey |
1108-1116 |
| Gerth, Robert |
Product Configuration – Performance Improvements of Design Work |
520-528 |
| Geyer, Silvia |
Lagen Bridge Cables Installation and Tensioning |
2608-2614 |
| Ghisbain, Pierre |
Innovative Tuned Liquid Damper System |
2236-2242 |
| Giske, Finn-Idar Grøtta |
Stochastic Modelling of Wave Loads on Floating Bridges: Efficient Calculation of Cross-Spectral Densities |
48-56 |
| Gleich, Philipp |
An analytical model to determine the shear capacity of prestressed continuous concrete beams |
1544-1555 |
| Godart, Bruno |
How to deal with Structures affected by Delayed Ettringite Formation |
935-942 |
| Gottsäter, Erik |
Simulation of Thermal Load Distribution in Portal Frame Bridges |
9-16 |
| Gudmundsson, Gudmundur Valur |
Bridge over Jökulsá á Fjöllum – when is a glacial flood too large to design for? |
2668-2675 |
| Guisasola, Mario |
Bending Moment Diagram as Shape: Bicontentio Bridge and Bicontentio Sinus Footbridge in San Sebastián (Spain) |
513-519 |
| Guo, Hui |
Parametric Study on Hutong Highway and Railway Bridge |
2464-2471 |
| Guth, Didier |
A link between Germany and France – The new bridge on the Rhine in Strasbourg |
2647-2654 |
| Häggström, Jens |
Fatigue assessment of stringer beams using structural health monitoring |
1455-1462 |
| Haghani, Reza |
Application of FRP Materials for Construction of Culvert Bridges |
1312-1319 |
| Haghani, Reza |
A New Method for Application of Pre-stressed FRP laminates for Strengthening of Concrete Structures |
1556-1563 |
| Halaczek, Bartlomiej |
The new Kienlesberg Bridge in Ulm, Germany an urban landmark in a historic setting |
2399-2405 |
| Hällmark, Robert |
Post-installed shear connectors – coiled spring pins |
1232-1239 |
| Hankin, David |
The wind microclimate optimisation of large-scale re-developments |
1117-1124 |
| Harris, Simon |
Lilla Lidingöbron: Guidelines for design |
2383-2390 |
| Hattori, Masafumi |
Influence Evaluation of Scratch, Coating Method and Spray Method by Combined Cycle Test of Metal Spray Plate |
1417-1424 |
| Hauge, Geir Tuntland |
Effect of Short Term Rust on Low Cycle Fatigue Strength of Welded Joints |
315-321 |
| Hedhmati, Mohsen |
Experimental Evaluation of the Durability of Adhesively Bonded CFRP/Steel Joints in Bridges |
1580-1587 |
| Heggade, V N |
Design Build Contracts: Key to cost efficiency |
693-708 |
| Heinrich, Jens |
Resistance to fatigue and prediction of lifetime of wire tendons cast into concrete up to 108 cycles |
2587-2599 |
| Hermeking, Thomas |
Kinetic Roof Structure: Msheireb Heart of Doha |
2727-2733 |
| Hertle, Robert |
Checking of Structural Safety – Experiences with Large-Scale Structures |
107-115 |
| Hertle, Robert |
Particular Stability Aspects of Temporary Works Equipment |
2779-2787 |
| Hiddingh, Jan |
Full-scale fatigue testing with initial damage as validation of FRP road bridge design |
1280-1287 |
| Hingorani, Ramon |
Reliability of RC members submitted to gas explosions |
447-455 |
| Hogarth, Dean |
The Mersey Gateway Project, UK – Delivery of a Major New 3P Procured Crossing |
2267-2274 |
| Hole, Kornelius Drange |
Wind induced response of the Sandsfjord Bridge - a balanced cantilever bridge at the western coast of Norway |
173-180 |
| Holowaty, Janusz |
Analysis of Material Properties and Weldability of Steel in Old Railway Bridges |
2495-2502 |
| Holowaty, Janusz |
Properties of Structural Steels in a Railway Plate Girder Bridge |
1433-1440 |
| Holtberget, Simen Hellgren |
Crossing the Bjørnafjord with a multi-span suspension bridge on floating foundations – Challenges in design |
1890-1895 |
| Honfi, Dániel |
On the contribution of technological concepts to the resilience of bridges as critical infrastructure assets |
975-982 |
| Horswill, Duncan |
Using Sustainability as a Driver for Change in Denmark’s Construction Industry |
747-754 |
| Huang, Dongzhou |
Lateral Bending and Torsion Buckling Analysis of Jiujian Yangtze River Arch-Stiffened Truss Bridge |
150-157 |
| Huang, Hongwei |
MULTI-Mode Control of Cable Vibration using MR Damper based on Nonlinear Modeling |
81-88 |
| Huang, Zheng |
Modelling of Damage and its use in Assessment of a Prestressed Concrete Bridge |
2093-2108 |
| Huebner, Sarah |
KuBAaI - Bocholt (Germany) – Design of a GFRP footbridge as part of an urban development |
1328-1335 |
| Huynh, Tracy |
Thinking critically about structural engineering through role-playing games |
732-738 |
| Ilias, Panagiotis |
‘Strengthening by Assessment’ Using Finite Element Approaches – Case Studies of Rail Bridges |
256-264 |
| Iskhakov, Iakov |
Repairing of RC Structures by Steel Fibred High Strength Concrete |
1637-1643 |
| Islami, Kleidi |
Smart bridge components (expansion joints, bearings and seismic devices) for intelligent infrastructure |
1771-1779 |
| Ivanov, Stoyan |
Retrofitting of old steel railway truss bridges by implementing new concrete deck slab |
1980-1987 |
| Iwasaki, EIJI |
Scattering of Deicing Salt and Corrosion of Steel Bridges |
1441-1446 |
| Jaeger, Peter |
Conversion of Three Crude Oil Tanks into Liquid Bitumen Storage Tanks at Auhafen, Basel, Switzerland |
1756-1761 |
| James, Stephen |
Kaponjärbron Göteborg - The Future of Footbridges in Göteborg |
1262-1269 |
| James, Stephen |
Oceanpiren, Helsingborg, a unique cable-supported footbridge |
537-544 |
| Jassim, Hassanean |
A Cradle-to-Gate Framework for Optimizing Material Production in Road Construction |
771-777 |
| Jurgens, Chris |
iPM: The Evolution of Project Management |
552-557 |
| Kaba, Kazuya |
Development of High Penetration Agent and its Application to Concrete Bridge Deck Waterproofing, Repair and Reinforcement |
1182-1189 |
| Kamal, Medhat |
Assessment of Bridge Repair Works using Modal Testing Technique |
1621-1628 |
| Karagiannis, Dimosthenis |
Effect of transverse bending moments on the shear resistance of concrete bridges |
1605-1612 |
| Katsuchi, Hiroshi |
Structural Configuration of Cable-stayed Suspension Bridge from Aerodynamic Stability Point of View |
158-165 |
| Kavrakov, Igor |
Influence of Aerodynamic Model Assumptions on the Wind-Vehicle-Bridge Interaction |
1165-1172 |
| Keller, Philipp |
Methodology for Construction Stress Evaluation for Reuse of Structural Steel |
1409-1416 |
| Kestner, Dirk Matthew |
Capitol Tower: Lessons from Early Implementation of Whole Building Lifecycle Assessment in the LEED Framework |
778-785 |
| Khatri, Thaneshwor |
Evaluation of damage severity and load carrying capacity of steel girder-end using local vibration modes |
1447-1454 |
| Kim, Se-Jin |
Vehicle Safety Assessment on Bridge Deck under Cross wind |
971-974 |
| King, Fritz |
The Articulated Funiculator |
2734-2741 |
| King, Fritz |
Tubed Mega Frame Structural Systems for Tall Buildings |
2742-2749 |
| Kirk, Martin |
A new bridge for London: the Garden Bridge |
2337-2344 |
| Kite, Steve |
Temburong Bridge, Brunei – Design of CC1 Tunnels and Bridges in Mentiri |
2315-2322 |
| Kleiser, Michael |
Form Recommendations for Integral Reinforced Concrete Bridges |
2021-2028 |
| Knight, David Furnival |
The Design and Construction of Greenwich Reach Swing Bridge |
2416-2423 |
| Konno, Koji |
Maintenance and repair of slab anchors on a curved non composite steel box-girder bridge |
884-891 |
| Kono, Yasushi |
Large-scale replacement project of Hanshin Expressway |
1173-1181 |
| Köylüoğlu, Özgür |
Tendering Based on Life Cycle Cost and Life Cycle Analysis |
677-684 |
| Krampe, Thorsten |
Dynamic Design of modular escalator systems |
73-80 |
| Kulbach, Valdek |
Efficient Methods for Design of Cable Bridge and Roof Structures |
496-504 |
| Kunitsu, Hiroaki |
Structural Design of Ningbo Global Shipping Plaza |
2439-2446 |
| Kwak, Younghak |
Development of Stay Cable Measurement System using Wireless Sensors |
1828-1833 |
| Laigaard, Jakob |
Life Cycle Costs – Any use? |
1693-1700 |
| Laigaard, Jakob |
Replacement of Corroded Cable Stays on Tjörn Bridge |
1748-1755 |
| Lampropoulos, Andreas |
Strengthening of unreinforced masonry structures using Ultra High Performance Fibre Reinforced Concrete (UHPFRC) |
2076-2083 |
| Langedijk, Walter |
Design and construction of a large railway bridge in a complex traffic junction |
2544-2551 |
| Larena, Alejandro Bernebéu |
Lima Convention Centre: a singular seismic resistant building structure |
1031-1038 |
| Larsson, Johan |
Increased innovation through change in early design procedures |
685-692 |
| Larsson, Oskar |
A probabilistic approach for handling uncertainty in infrastructure LCA |
1677-1685 |
| Leander, John |
Fatigue reliability assessment of welded bridge details using probabilistic fracture mechanics |
238-246 |
| Lee, Bobe |
Partially Strengthened Main Cable System for the Rehabilitation of an Old Suspension Bridge |
1530-1535 |
| Lee, Hohsing |
Innovative Design for the SFOBB I-80 Yerba Buena Island WB Ramps |
2228-2235 |
| Lee, Se Hyeok |
Probabilistic system identification of spatial distribution of structural parameter using Bayesian network |
431-438 |
| Lei, Jun-Qing |
Study on the Continuous Prestressed Concrete Beam Bridge Risk Assessment in Construction Phase |
2138-2146 |
| Leonard, Niamh |
The Perception of Safety from a Global Standpoint (T) |
416-422 |
| Leskinen, Ville Valtteri |
Fatigue Design of Steel Bridges for Finnish Vehicle Traffic |
290-297 |
| Leung, Pak Wai |
Innovative Uses of Marine Mud for Construction |
471-478 |
| Li, Wencong |
Numerical Modelling of Flexure-Shear Critical RC Column |
17-24 |
| Li, Ying |
Conspectus of Bridge Criticism |
755-762 |
| Li, Ying |
Study on conceptual design process of bridges |
1356-1363 |
| Liu, Wenchao |
Experimental Studies of Controlling Thermal Cracks in Mass Concrete Foundation by Circulating Water |
2003-2012 |
| Liu, Xiaoguang |
Analysis and Optimization on Orthotropic Steel Deck System of Hutong Yangtze River Highway and Railway Bridge |
2455-2463 |
| Llarena, Javier |
San Mames New Football Stadium. Design and Construction |
2447-2454 |
| Loos, Lennert |
Enhanced decision making in the structural design process by means of a dashboard approach |
763-770 |
| Lorea, Ana Irene |
Tradition and Innovation in San Ignacio´s Bridge on the New Island of Zorrotzaurre, in Bilbao |
2331-2336 |
| Lorenzo-Romero, Jose-Maria |
Line 5 Riyadh Metro Tunnel and Deep Underground Stations |
2703-2710 |
| Lozano Galant, Jose Antonio |
A numerical approach for Structural System Identification by Observability Techniques |
25-31 |
| Lozupone, Fabio |
The rehabilitation of an aging masonry building with (new !) suspension floors |
637-644 |
| Luczkowski, Marcin |
A form finding issue in parametric modeling |
377-384 |
| Lunabba, Torsten Pehr |
Traffic Load Simulation on Two Span Bridges |
408-415 |
| Lundmark, Tore |
Upgrading of an old railway bridge – the Old Årsta Bridge |
645-652 |
| Luo, Pengjun |
Fatigue Features and Optimal Design of Orthotropic Steel Deck with a New-type of Rolled U-ribs |
340-349 |
| Ma, HaoJia |
Optimal Design of Toggle Brace Dampers for the Wind Resistance Design of Super Tall Buildings |
2756-2763 |
| Ma, Yafei |
Experimental Investigation on Structural Performance of Corroded Beams with Plain and Deformed Steel Bars |
1644-1651 |
| Makhoul, Nisrine |
Earthquake Damage Estimations of Byblos Potable Water Network |
837-844 |
| Makita, Tohru |
Phased array ultrasonic inspection of rib-to-deck welded joints in orthotropic steel decks |
1812-1819 |
| Maljaars, Johan |
Validation of a crack growth model using observed cracks in a bridge |
265-272 |
| Maly, Stefan |
Challenges applying structural analysis software in a BIM workflow |
392-398 |
| Mancera, Rafael |
Maintenance-friendliness in management of civil engineering structures |
1469-1476 |
| Mans, Dik-Gert |
Structural Safety in Integrated Contracts |
709-715 |
| Martin-Sanz, Henar |
Sustainable strengthening of structures using Ultra High Performance Fibre Reinforced Cement-Based Composites and Computational Verification |
281-289 |
| Mendoza Macaraeg, Carlo Joshua |
Development of a Reference for Seismic Amplification: The Case of Metro Manila |
1015-1022 |
| Menétrey, Philippe |
Innovation: Key to Structures of Tomorrow |
2251-2258 |
| Minne, Peter |
Evaluation of service life design assessment according to different chloride diffusion and carbonation models applied on Belgian concrete mixtures |
1254-1261 |
| Minoretti, Arianna |
The Submerged Floating Tube Bridge: The invisible bridge crossing the Bjørnafjord |
1875-1882 |
| Miyachi, Kazuhiro |
Risk Assessment of Corroded Bridge Wires using 3D Laser Scanner |
98-106 |
| Miyamoto, Ayaho |
Vehicle-based Health Monitoring System for Short and Medium Span Bridges |
1840-1849 |
| Mohareb, Sherif |
Simple Model for Contact Stress of Strands Bent over Circular Saddles |
1-8 |
| Moor, Gianni |
Flexible plug expansion joints – Benefits of polyurethane versus bituminous |
1270-1279 |
| Moore, Stuart |
Hammersmith Flyover – Strengthening of a Prestressed Segmental Bridge |
1740-1747 |
| Morales, Emilio Matias |
Engineering Investigation, Analyses and Retrofit Procedures for Earthquake Damaged Heritage URM Churches in Bohol Island, Philippines |
862-869 |
| Mork, John Haddal |
Generating timber truss bridges – examining the potential of an interdisciplinary parametric framework for architectural engineering |
368-376 |
| Moya, José Alós |
Analysis of several strategies for the monitoring of bridges under fire |
1820-1827 |
| Murga, Gaizka |
The Moveable Structure of the Dome for the Largest Solar Telescope (DKIST) |
2719-2726 |
| Myhr, Anders |
The Submerged Floating Tube Bridge: Design Philosophy and Concept Development |
1912-1926 |
| Nagy, Wim |
Assessment of the residual stress distribution of a welded stiffener-to-deck plate connection of an orthotropic steel deck using hole-drilling |
1596-1604 |
| Nessa, Kristin |
Global and seismic analysis of Chacao Bridge |
999-1006 |
| Nilforoush, Rasoul |
Numerical Modelling and Experimental Verification of Pullout Loading of Anchor Bolts in Reinforced Concrete Structures |
2172-2178 |
| Nilimaa, Jonny |
More Realistic Codes for Existing Bridges |
399-407 |
| Nilsson, Peter |
Industrialized light-weight steel bridge concept using corrugated core steel sandwich plates |
564-572 |
| Ninomiya, Yohei |
Damage Initiation and Propagation Model for Bridge Members |
1780-1787 |
| Niu, yishu |
Life Cycle Assessment of Timber Bridges: A case study |
1686-1692 |
| Noeldgen, Markus |
BIM: Design Embedded Simulation of Road Bridges |
385-391 |
| Nowak, Marcel |
Realistic traffic-data based load models for existing road bridges |
246-255 |
| Nozaka, Katsuyoshi |
Experimental Study on A GFRP Girder Reinforced with CFRP for Application to Extended Sidewalk |
1320-1327 |
| Ogata, Tatsuo |
Development and Construction of Non-Metal Bridge |
1385-1393 |
| Oliveira, Alexandre |
Why strengthen? Repair mitigation with finite element assessment |
198-205 |
| Olofsson, Thomas |
Mapping of Resource Consumption in Transport Infrastructure Project |
573-579 |
| Olofsson, Thomas |
Product and Process Platforms in Transport Infrastructure Projects |
529-536 |
| Outtier, Amelie |
Fire design for the refurbishment of a railway tunnel |
2511-2518 |
| Palermo, Michele |
Application of the Equivalent Static Analysis procedure for the seismic design of buildings with added viscous dampers |
1071-1075 |
| Palmisano, Fabrizio |
Interventions on existing buildings in ‘aggregates’: lessons learnt from some Italian collapses |
845-852 |
| Papinutti, Mitja |
Comparison of Alternative Floater concepts for a 2-span Suspension Bridge supported by a Tension Leg Platform |
2631-2638 |
| Park, Jae-Hyun |
Proposal of an Equation of Stress in PS Strands at Flexural Strength |
2147-2154 |
| Parsons, Gregory |
Sustainable Engineering Decisions in Disaster Recovery |
961-962 |
| Paschalis, Spyridon |
Mechanical performance and cost correlation of Ultra High Performance Fiber Reinforced Concrete (UHPFRC) |
2068-2075 |
| Patel, Jaime |
The A82 Pulpit Rock Improvements – A Complex Propped Cantilever Viaduct |
2375-2382 |
| Paulsson, Björn |
Results and Experiences from European Research Projects on Railway Bridges |
2570-2578 |
| Pedersen, Nikolaj Rask |
Applied Plasticity Methods for Design of the Concrete Substructure at Mersey Gateway Bridge |
2013-2020 |
| Peiris, Abheetha |
Steel Girder Bridge with RC Deck Retrofit from Non-Composite to Composite Behavior |
1956-1963 |
| Peng, Jianxin |
Spatial probabilistic analysis on a prestressed concrete slab bridge based on modified chloride diffusion coefficient model subject to chloride-induced corrosion |
439-446 |
| Piek, Philip |
Identification of relevant parameters for choosing an appropriate method of concrete construction |
2042-2049 |
| Pieraccini, Luca |
Seismic horizontal forces exerted by granular material on flat bottom silos: experimental and analytical results |
1063-1070 |
| Pistoletti, Pierangelo |
Marchetti Viaduct - Design and assembling of a bowstring arch bridge with a span of 250m |
2323-2330 |
| Plos, Mario |
A multi-level structural assessment strategy for analysis of RC bridge deck slabs |
1564-1571 |
| Plos, Mario |
Recommendations for Finite Element Analysis for Design of Reinforced Concrete Bridges |
2038-2041 |
| Pompeu-Santos, Silvino |
Meet the Challenges of the Fehmarnbelt Fixed Link |
2639-2646 |
| Popescu, Cosmin |
Two-way walls with cut-out openings strengthened by fiber-reinforced polymers |
1394-1400 |
| Portal, Natalie Williams |
GFRP connectors in textile reinforced concrete sandwich elements |
1336-1343 |
| Pulkkinen, Pekka |
Structural Health Monitoring of Crusell Bridge |
1797-1802 |
| Puurula, Arto Matti |
3D non-linear FE analysis of a full scale test to failure of a RC Railway Bridge strengthened with carbon fibre bars |
2527-2535 |
| Qin, Lang |
Sensitivity Analysis based Optimal Seismic Design of Tall Buildings under Story Drift and Base Shear Constraints |
1054-1062 |
| Rademacher, Dennis |
Fast and easy dimensioning of filler beam bridges |
1995-2002 |
| Rådeström, Sarah |
Structural control of high-speed railway bridges by means of fluid viscous dampers |
2536-2543 |
| Radojevic, Dusan |
Macdonald Bridge Suspended Spans Deck Replacement: Construction Engineering Challenges and Solutions |
1613-1620 |
| Ratay, Robert T. |
ASCE/SEI 37-14 Design Loads on Structures During Construction Standardi |
899-903 |
| Raunio, Heini |
Bearing capacity of existing bridges - calculations and load tests |
206-213 |
| Ravn, Uffe Graaskov |
The effect of confining concrete on strut capacity inside massive pile caps |
2029-2037 |
| Rawska-Skotniczny, Anna |
The architectural and structural revitalization of an old cement plant in the south of Poland |
904-911 |
| Reddy, Harinadh |
Structural Concrete Repair against mechanical and thermal loads |
1190-1197 |
| Redecker, Holger |
Expansion joints and bearings for the largest lift bridge in Europa |
2424-2431 |
| Reis, Antonio Jose |
Bridges and Special Structures: Towards an Innovative and Sustainable Built Environment |
1371-1378 |
| Rens, Johannes |
An Interactive Construction Deployment Planning Model for the SKA Project |
580-588 |
| Resnik, Boris |
Concepts for an early identification of security-relevant defects in concrete bases of wind turbines in terms of Condition Monitoring Systems |
1858-1866 |
| Retzepis, Ioannis |
Strengthening of Concrete Bridges in Germany |
1536-1543 |
| Rhodes, Steve |
Use of Finite Element Buckling Analyses for Steel Bridges |
166-172 |
| Sabau, Cristian |
Monitoring structural behavior of reinforced concrete walls with openings using digital image correlation |
1803-1811 |
| Sabau, Cristian |
Monitoring structural behavior of reinforced concrete walls with openings using digital image correlation |
1215-1223 |
| Safi, Mohammed |
Sustainable Bridge Infrastructure Procurement |
724-731 |
| Safi, Waheed Ahmad |
A New Structural Form Using Concrete Filled Steel I-Girder |
1972-1979 |
| Sanchez-Jimenez, Jose-Luis |
Box Tunnel under XVII-th century arch Trujillo bridge at Lima (Peru) |
2130-2137 |
| Sanchez-Jimenez, Jose-Luis |
Dynamic response comparison between four different structural bridge typologies used in the Spanish High-Speed Rail Network |
190-197 |
| Sandberg, Marcus |
Knowledge-based bridge design |
350-357 |
| Sanders, Paul |
Mersey Gateway Bridge (UK) - Design for Construction |
2275-2282 |
| Sankaralingam, C. |
Cost Efficiency in Design - Hyderabad Metro Rail |
589-597 |
| Sarkisian, Mark |
Performance-based Design of Civic Buildings |
810-818 |
| Sarkisian, Mark |
Retrofit of Heritage Structures: Sustaining Environment and Culture |
660-667 |
| Sarkisian, Mark |
Structural Innovation: A Dissection of Confidence |
739-746 |
| Sas, Gabriel |
Innovative Intelligent Management of Railway Bridges, In2Rail - A European Horizon 2020 Project |
2552-2561 |
| Schellenberg, Kristian |
Defining a Bridge Maintenance Strategy – Some Practical Constraints |
1477-1484 |
| Seitz, Peter |
Understanding BIM – What does it mean and what can it be used for |
545-551 |
| Sha, Yanyan |
Design of floating bridge girders against accidental ship collision loads |
1935-1942 |
| Shahverdi, Moslem |
Concrete structures strengthening by iron-based shape memory alloys: an experimental demonstration |
1207-1214 |
| Shams-Hakimi, Poja |
Size effect on the fatigue of High Frequency Mechanical Impact treated welds |
307-314 |
| Sharan, Shambhoo |
Regulatory Requirements in Indian Construction Industry for Sustainability |
479-487 |
| Shu, Jiangpeng |
Prediction of punching behaviour of RC slabs using continuum nonlinear FE analysis |
1629-1636 |
| Silva, John F |
Effective anchorage strategies in retrofit and strengthening |
2179-2187 |
| Silva Araújo, Suélio da |
Analysis of the Productivity of the Process of Concreting in Federal District: Characterization and Proposal of Improvements |
607-620 |
| Silva Araújo, Suélio da |
Foundation – Shoes Structural Design |
2259-2266 |
| Silva Araújo, Suélio da |
Influence of the Concrete Strength, Cylindrical Specimen Size and the Type of Laboratory in Determining the Compressive Strength of Concrete |
2188-2201 |
| Silva Araújo, Suélio da |
Influence of the Speed of Loading and Discharging of the Test Machine in Determining the Compressive Strength of Concrete |
2202-2213 |
| Simonsson, Peter |
Bridge performance and tendering based on Life Cycle Costs |
716-723 |
| Siringoringo, Dionysius |
Seismic Response Analysis of Hakucho Suspension Bridge from Long-term Monitoring System |
1867-1874 |
| Skokandic, Dominik |
Multi-level road bridge assessment |
983-990 |
| Snygg, Henrik |
Safety of temporary scaffolds |
2796-2803 |
| Soane, Alastair |
Temporary demountable structures |
2811-2818 |
| Song, Shoutan |
Analysis of the Shear Strength of Joints in Segmental Prestressed Concrete Bridges |
2058-2067 |
| Spiegler, Jennifer |
Innovative High Strength Steel Construction by Mixed Connections |
488-495 |
| Spuler, Thomas |
Expansion joint replacement using the system to minimise impacts on traffic |
1724-1731 |
| Spuler, Thomas |
Sustainability in action – Expansion joint renewal with focus on retention and re-use |
1425-1432 |
| Stroetmann, Richard Maria |
Multifunctional commercial buildings in steel and composite construction |
505-512 |
| Stross, Oliver |
Design and Construction of Pont Schuman, Lyon |
2406-2415 |
| Stucchi, Fernando Rebouças |
Italy Tower Collapse in São José do Rio Preto - São Paulo - Brazil |
853-861 |
| Syrkov, Anton Vladimirovich |
Some proposals for the Highway Bridge Design System improvement, aimed at increasing of maintenance and rehabilitation efficiency |
1463-1468 |
| Sæstad, Alexander |
Comparison of Deterministic and Probabilistic Fatigue Assessment Methods: A Case Study of a Road Bridge |
298-306 |
| Tanner, Peter |
Risk assessment under temporary use conditions |
912-920 |
| Tej, Petr |
Design of an Experimental Arch Pedestrian Bridge Made of UHPC |
1352-1355 |
| Terwel, Karel |
Contributing human and organizational factors for the collapse of a temporary supporting structure for the B-tower in Rotterdam |
892-898 |
| Terwel, Karel |
Forensic Structural Engineering in education |
921-927 |
| Thelandersson, Sven |
Lessons from collapse of a 3-storey building in Sweden |
870-877 |
| Toczkiewicz, Robert |
Examples of Polish Extradosed Bridges – Design and Construction |
2360-2367 |
| Tromp, Liesbeth |
Design of a 120 m high GFRP Landmark tower |
1344-1351 |
| Turner, Helena |
Manual Construction of a Suspension Bridge in a Developing Country: Nicaragua |
2600-2607 |
| Tveit, Per |
Various information on network arches |
464-470 |
| Ülker-Kaustell, Mahir |
Current research and development in bridges for high-speed railways in Sweden |
2487-2494 |
| Valença, Jónatas |
The MCrack-TLS method for assessing cracks on concrete bridges based on image processing and laser scanning |
1485-1492 |
| Van Bogaert, Philippe |
Assessment and Repair of a historic brickwork covering of River Scheldt |
629-636 |
| Van Bogaert, Philippe |
Load-carrying capacity of two 110 year old steel portal frame bridges |
621-628 |
| Veganzones, José Javier |
Development and implementation of a new steel bridge edge beam for a cost-efficient replacement |
802-809 |
| Veganzones Muñoz, José Javier |
Implementation and cost-efficiency of stainless steel bridge edge beams |
819-826 |
| Veie, Johannes |
Crossing the Bjørnafjord with a multi-span suspension bridge on floating foundations – Concept Overview |
1883-1889 |
| Veltkamp, Martijn |
New concepts in movable lightweight bridges in fibre reinforced polymers (FRP) |
1288-1295 |
| Vennetti, Daniel |
Safety of temporary stands |
2788-2795 |
| Vergoossen, Rob |
Folded plate action for concrete box girder bridges |
2050-2057 |
| Vestman, Victor Johan |
Improvement of fatigue resistance through box-action for I-girder composite bridges |
1988-1994 |
| Villa, Alessandra |
Carbon efficiency in selection of overbridge options to cross a motorway |
1669-1676 |
| Villoria, Bruno |
Crossing of Bjørnafjorden – Floating Bridge Solution |
1904-1911 |
| Viuff, Thomas Hansen |
Dynamic Response of a Floating Bridge Structure |
181-188 |
| Vogel, Thomas |
Suicide Prevention for High Bridges |
456-463 |
| Vorwagner, Alois |
New Durable Bond Anchorage for Strengthening with Prestressed Near Surface Mounted CFRP |
1224-1231 |
| Wang, Chao |
FEM-based research on the dynamic response of a concrete railway arch bridge |
2472-2479 |
| Wang, Fumin |
Key Technology and Innovation Design of Chonging Dongshuimen Yangtzer River Bridge |
794-801 |
| Wang, Lei |
Effect of Strand Corrosion on Corrosion-induced Cracking of PC Structures |
1652-1660 |
| Wang, Peng |
Study on the Main Parameters that Influencing the Actions of Shrinkage and Creep in the Widened Hollow Slab Bridges |
1246-1253 |
| Watson, Natasha Nancy |
Project Materiality Assessment To Increase Lower Impact Building Materials Usage |
1493-1500 |
| Wensveen, Paul |
Recalculating and strengthening of the girder bridges near Hagestein |
|
| Wiborg, Sverre |
E39 Bjørnafjorden Floating Bridge – Challenges and Solutions |
1896-1903 |
| Wisniewski, Dawid |
Safety and Serviceability Assessment of Existing Railway Bridges in Poland |
2562-2569 |
| Wojnarski, Lukasz Leszek |
Kai Tak Landscaped Deck – From Mountain to Sea |
2432-2438 |
| Xu, Yuwang |
Modelling of self-excited wind forces on long span bridges using State-space models |
1141-1148 |
| Yang, CS Walter |
Tests and Performance-Based Design of Reinforced Concrete Frames Retrofitted with Robust Shape Memory Alloy Braces |
1732-1739 |
| Yang, Dong |
Dynamic Vehicle-Bridge Coupling Analysis with a Finite Element Model Based on Abaqus |
2480-2486 |
| Yang, Yongxin |
Evaluation and Improvement of Wind Environment and Vehicle Runnability on Long-span Bridge Deck under Strong Crosswind |
1149-1156 |
| Yeruva, Ramana Reddy |
Temporary Support Design for Cross Passage Construction |
2819-2826 |
| Yoshida, Tadahiro |
Study on Large-Scale Repair Plan of the Kanmon Bridge (a Long-Span Expressway Suspension Bridge) |
1501-1508 |
| Yuan, Ming |
Experimental Investigation on Fatigue Behaviour of Prestressed Concrete Box-Girders |
1240-1245 |
| Zäll, Emma |
Evaluation of load model for crowd-induced vibrations of footbridges |
65-72 |
| Zhang, Jianren |
Bond Performance between Corroded Strand and Concrete |
1661-1668 |
| Zhang, Lei |
Determination of Optimal Frequency of Tuned Mass Damper for Super-tall Buildings Subjected to Service Level Earthquakes |
991-998 |
| Zhang, Yueqiang |
Study on the key issues of the wheel-spoke shaped pretension structure system |
2827-2837 |
| Zhang, Yuye |
Numerical Analysis on Seismic Performance of Hybrid Precast Segmental Bridge Columns |
1100-1107 |
| Zhao, Xin |
Integrated Optimal Design of Scissor-Jack-Damper for Super Tall Buildings under Human Comfort Constraint |
2750-2755 |
| Zhao, Xin |
Life Cycle Cost Assessment of Integrated Structure-Viscous Damper System for Tall Buildings |
2764-2770 |
| Zhao, Xin |
Optimal Placement of Mega-Brace Dampers for Integrated Seismic Design of Super Tall Building Structures |
1047-1053 |
| Zheng, Zhang |
BIM Application in China Corporate United Pavilion Design |
558-563 |
| Zhuang, Xiang |
Peak factor estimating methods of non-Gaussian wind pressures on a rectangular high-rise building |
1133-1140 |
| Zwicky, Daia |
Development of extremely thin prefabricated concrete façade elements |
2155-2163 |
