| Abdel Raheem, Shehata E. |
Bi-directional Seismic Response Control for Bridge Structures |
432-433 |
| Ahmadi-Kashani, Kamran |
Design and Construction of Metsovitikos Bridge, Greece |
166-167 |
| Äijälä, Markku |
Anticipation of repair need of bridges besed on visual inspection of Finnish bridges |
504-505 |
| Akgül, Ferhat |
Development strategies for a web-based bridge maintenance management system |
434-435 |
| Aldayuz, Jose |
Management and design software for the entire bridge life cycle |
286-287 |
| Ancich, Eric |
Dynamic design of modular bridge expansion joints by the finite element method |
304-305 |
| Angelmaier, Volkhard |
Traffic infrastructure innovation by integration of the traffic and parking facilities |
334-335 |
| Arzoumanidis, Serafim G. |
Replacement of the Woodrow Wilson Memorial Bridge Bascule Span |
344-345 |
| Barbier, Vincent |
The durability of timber bridges |
438-439 |
| Bargstädt, Hans-Joachim |
Differences in maintenance of bridges and real estate buildings |
400-403 |
| Bargstaedt, Hans-Joachim |
Life cycle considerations for infrastructure facilities |
440-441 |
| Bathon, Leander A. |
Bridges using an innovative wood-concrete-composite system for applications under dynamic loads |
442-443 |
| Beier, Marcos |
Wind Tunnel Validation of Vortex Method for Aerodynamic Coefficients |
444-445 |
| Bergerhausen, Ulrich |
Improvement of safety on bridges - measured-impact-loads |
362-365 |
| Bergman, Don W. |
Design of the Golden Ears Bridge |
58-61 |
| Biliszczuk, Jan |
Bridges along highway ring road of Wroclaw |
280-281 |
| Biliszczuk, Jan |
A cable-stayed footbridge made of glued-laminated wood – design, erection and experimental investigations |
338-341 |
| Birnstiel, Charles |
Movable Bridges in the Infrastructure |
446-447 |
| Bjerrum, John |
End-to-end Maintenance Management of Major Bridges and Tunnels using the Internet-based DANBRO+ System |
392-393 |
| Bob, Corneliu |
An Experimental Study on the Concrete Durability |
122-123 |
| Bosma, Carlos |
Vertical Microtunnelling technology developed for retaining wall Amsterdam |
110-111 |
| Brandes, Klaus |
Condition Evaluation of Riveted Steel Bridges by Minimal Invasive Methods |
450-451 |
| Brandes, Klaus |
Monitoring of bridges by advanced methods of experimental-mechanical symbiosis |
208-209 |
| Braun, Joachim |
Road Bridge Expansion Joints - Reduction of the overrolling Noise caused of Vehicles during crossing the Expansion Joints |
452-453 |
| Brühwiler, Eugen |
Design of an innovative composite bridge combining reinforced concrete with Ultra-High Performance Fibre Reinforced Concrete |
80-81 |
| Bu, Wensheng |
Punching Shear Retrofit of Reinforced Concrete Flat Slabs Subjected to Static and reversed Cyclic Loads |
154-155 |
| Bursi, Oreste S. |
External Post-Tensioning Retrofit and High- and Low-Cycle Fatigue Study of
Connections and Joints in Steel-Concrete Box-Girder Bridges |
228-231 |
| Burtscher, Stefan |
Wedge Anchor For Fiber Reinforced Plastics (FRP) |
192-193 |
| Caglayan, B. Ozden |
Assessment of steel railway bridges for future traffic demands a case study |
454-455 |
| Cajka, Radim |
Tests to investigate explosive spalling of concrete lining exposed to fire |
514-515 |
| Cao, Jing |
Shear capacity of reinforced concrete pile caps |
448-449 |
| Carpenter, John |
The Work and Influence of the UK Standing Committee on Structural Safety
(SCOSS) |
420-421 |
| Chakrabarti, A. |
Unified planning, design and implementation of infrastructure |
42-43 |
| Chan, K. H. Enoch |
Experimental and Numerical Study of Full-range Behaviour of Partially
Prestressed Concrete Beams with External Tendons |
456-457 |
| Chen, Airong |
Risk management system for pylon Construction of a Long Span Cable-Stayed Bridge |
396-397 |
| Chen, Weizhen |
Evaluation on remaining bearing capacity and service life for parallel wire cable |
296-299 |
| Chin, Won Jong |
Experimental Study on Flexural Behavior of Concrete Filled Steel Tube Girder Bridges |
458-459 |
| Chou, Chung-Che |
Hysteretic Model Development and Seismic Response of Unbonded Post-Tensioned Precast CFT Segmental Bridge Columns |
460-461 |
| Coenders, Jeroen |
Integration of manufacturability in structural optimisation |
198-201 |
| Correia, João R. |
Lifetime Performance of GFRP Pultruded Profiles for Structural Applications |
76-77 |
| Cuomo, Gianluca |
Use of whitetopping to strenghten and repair damaged road pavements |
464-465 |
| Davaine, Laurence |
Lateral torsional buckling of steel-concrete composite bridge I-girders |
136-137 |
| de Backer, Hans |
Separation of structural and practical functionalities for wearing courses on steel box girders |
82-83 |
| de Boer, Ane |
Reliability and progressive collapse of structures |
418-419 |
| Degée, Hervé |
Compression members with slender Class 4 box sections susceptible to combined local and global buckling for use in steel arch bridges |
140-141 |
| Dohms, Andreas |
Planning and construction of the new Lauenburg lock |
108-109 |
| Döhrer, Antje |
Long-term behaviour of timber-concrete composite bridges |
128-131 |
| Dressel, Bernd |
Uniform concept for structural stability and fire protection |
314-315 |
| Edlund, Bo L. O. |
Bridge expansion joints – design for movements, performance and durability |
302-303 |
| Edvardsen, Carola |
Durable and low-maintenance structural concrete infrastructures
are long-term societal assets |
538-539 |
| Empelmann, Martin |
Seismic Design of Elevated Traffic Systems |
62-63 |
| Endo, Kazuo |
Studies on Seismic Retrofit of the Honshu-Shikoku Bridges Using Isolation and Dissipation Devices |
412-413 |
| Falter, Holger |
Beijing Airport Terminal 3 |
106-107 |
| Fehling, Ekkehard |
Design of first hybrid UHPC-steel bridge across River Fulda in Kassel, Germany |
328-329 |
| Figueiredo, Helder |
Fatigue assessment of composite bridges in high speed railway lines including resonance phenomena |
176-177 |
| Firth, Ian |
Adding confidence and reducing risk - the role of independent design checking in major projects |
28-33 |
| Flederer, Holger |
Modern expansion joints design, applications and developments |
574-575 |
| Flett, Innes D. |
Incheon Bridge Project – The role of the Contractor's Checking Engineer |
324-327 |
| Freundt, Ursula |
Modeling of bearings in structural systems for bridges |
356-357 |
| Furlanetto, Guido |
A1 Milan-Naples Motorway
The Variante di Valico Project |
470-471 |
| Furlanetto, Guido |
New structural frontiers for the self compacting concrete |
468-469 |
| Furlanetto, Guido |
Structural Assessment and Rehabilitation of Concrete Bridges |
150-151 |
| Gauthier, Yves |
Pushing the limits of U shaped viaducts |
168-169 |
| Ge, Yao Jun |
Great demand and great challenge
Chinese Major Bridges under Construction for Improving Traffic Infrastructure Nationwide |
6-9 |
| Gedge, Graham |
Use of Duplex Stainless Steel Plate for Durable Bridge Construction |
84-85 |
| Geier, Roman |
Remote monitoring of bridge stay cables |
210-211 |
| Gerold, Matthias |
The importance of the four-eye principle and site supervision |
472-473 |
| Goetheer, Ronald |
Innovative Solutions in immersed tunnelling |
522-523 |
| Gómez-Soberón, Consuelo |
Preliminary estimation of seismic vulnerability of a database of bridges located at the Mexican Pacific Coast |
254-255 |
| Grünberg, Jürgen |
Fatigue life of concrete bridges under consideration of increasing traffic loads |
476-477 |
| Günther, Hans-Peter |
Strength and Ductility of Welded High Strength Steel (HSS) Connections in Bridges |
178-179 |
| Gusia, Peter J. |
A new European Standard on products and systems for Protection and Repair of concrete structures – EN 1504 |
148-149 |
| Gusia, Peter J. |
Strengthening of coupling joints on concrete bridges with fibre-reinforced plates in Germany |
478-479 |
| Ha, Dong-Ho |
Improvement of seismic capacity of bridges using seismic isolation system in Korea |
406-407 |
| Hällmark, Robert |
Simulation of Low-cycle Fatigue in Integral Abutment Piles |
86-89 |
| Han, Kyoung-Bong |
Seismic performance of bridge with isolation bearings |
480-481 |
| Hechler, Oliver |
Efficient reconstruction of bridges with small and medium spans |
218-219 |
| Hegger, Josef |
Effect of Cracking on the Torsional Stiffness of the Taiwan High Speed train Box Girder Bridge |
554-555 |
| Hegger, Josef |
Influence of sustained and cyclic loading on the bond behavior of pretensioned strands |
124-125 |
| Heijmans, Ronald |
The effect of wave passage on immersed tube tunnels Busan Geoje Fixed Link in South Korea |
112-113 |
| Heimbecher, Frank |
Facility Management for an improved serviceability of road tunnels |
394-395 |
| Hemmert-Halswick, Arnold |
Expansion Joints for Road Bridges Requirements and Reality Durability and Noise |
482-483 |
| Hertle, Robert |
Failure Analysis as a Base for Developing Quality Control Systems |
318-319 |
| Hesselink, Bert |
Steel railway bridge deck design for noise emmission and maintenance cost reduction |
182-183 |
| Higuchi, Shoko |
Cost-benefit criteria in optimizing maintenance strategies |
484-485 |
| Hinks, Tommy |
Impediments to Vertical Data Capture from Aerial LiDAR for Three-dimensional Building Extraction |
502-503 |
| Hirt, Manfred A. |
Tubular Trusses for Steel-Concrete Composite Bridges |
132-133 |
| Hoffmann, Simon |
Long-term monitoring the bearings of the Ponte 25 de Abril in Lisbon |
358-359 |
| Hoffmeister, Benno |
Development and Design of Noise Barriers for High Speed Railways |
266-267 |
| Honda, Hideyuki |
Strucural Performance of Easy Slab Bridge as New Structural Type |
486-487 |
| Hong, Sung-Nam |
Flexural Behavior of RC Beams Strengthened with Near Surface Mounted Prestressed FRP |
488-489 |
| Huber, Peter |
The Sliding isolation pendulum for seismic protection of buildings |
404-405 |
| Humpf, Karl |
Cable-stayed Bridges across the Panama Canal and the Orinoco |
56-57 |
| Inaba, Naofumi |
Experimental Study on Repairing Method for Corroded Steel Member by Carbon Fiber Sheets |
490-491 |
| Janjic, Dorian |
Computer Aided Design & Erection of Long Suspension Bridges |
386-389 |
| Jirak, Jiri |
Durability of highway steel bridges in Czech Republic |
576-577 |
| Kalny, Milan |
Cable-stayed Bridge over the Labe at Nymburk |
236-237 |
| Kalny, Ondrej |
Software for structural engineering and construction: the past, the present, and the future |
384-385 |
| Kessler-Kramer, Christoph |
Selected engineering structures on the reactivated suburban railway track near Stuttgart |
100-103 |
| Keuser, Manfred |
Loads caused by earthquakes and ship impact - experiences from current
projects |
474-475 |
| Kido, Ewa Maria |
Aesthetic issues of railway stations in Japan and in Europe |
260-261 |
| Kim, Dong-Seok |
Sensitivity-based Optimal Design of Linear Damper System for Enhanced Seismic Performance of Coupled Structural System |
408-409 |
| Kim, Sang-Hyo |
Behavior of partially earth anchored cable-stayed bridge considering construction phase and operational phase |
378-379 |
| Kite, Steve |
Stonecutters Bridge – Latest Construction Challenges |
54-55 |
| Kiviluoma, Risto |
Automation based structural monitoring systems for ordinary bridges |
374-377 |
| Kleinhanß, Karl |
The "Ziegelgrabenbrücke": Main Structure of the second „Strelasundquerung”
Main Structure of the second „Strelasundquerung” |
160-161 |
| Klinzmann, Christoph |
Risk-orientaed computerized planning of structural health monitoring of infrastructure |
494-495 |
| Knippers, Jan |
Analysis and behaviour of CFRP-strips at deviation saddle for CFRP prestressed bridges |
190-191 |
| Knippers, Jan |
The FRP Bridge in Friedberg Germany: design, analysis and material tests |
332-333 |
| Konstantinidis, George |
Technical Challenges and Solutions in the Management of the Designs in a Motorway Project |
36-37 |
| Krieger, Jürgen |
Inspection Monitoring and Management of Federal Road Bridges |
370-371 |
| Krieger, Jürgen |
Quantitative risk analysis for road tunnels |
390-391 |
| Krueger, Markus |
Structural health monitoring with wireless sensors to enhance sustainability in structural engineering |
202-203 |
| Kruidering, Anne Martine |
Nature bridge Zanderij Crailo, The Netherlands |
492-493 |
| Kuhlmann, Ulrike |
A Survey on Patch Loading Models for Bridge Launching |
138-139 |
| Kulbach, Valdek |
Control of dimensioning and investigation of the bridge for crossing a strait in Estonia |
498-499 |
| Kumano, Takuji |
Performance of thin-walled steel structures by longitudinally and transeversely profiled steel plates |
578-579 |
| Kwon, Young Bong |
The ultimate strength of concrete-filled composite columns |
500-501 |
| La Mendola, Pietro |
Hypothesis of Railway Connection (Only Goods) Europe-Africa Placed Among Sicily and Tunisia |
96-97 |
| Laaksonen, Anssi |
Long-term monitoring of Haavistonjoki Bridge |
360-361 |
| Langhorst, Onno |
Monitoring as a tool for the "Observational Method" |
372-373 |
| Lebet, Jean-Paul |
New Steel-Concrete Adherence Connections for Composite Bridges |
142-145 |
| Lee, Jong Seh |
Development of advanced robot system for bridge inspection and monitoring |
248-249 |
| Lee, Seong-Lo |
Ship Collision Impact Analysis of Pile-Supported Structure for Protection System |
72-75 |
| Lee, Sun-Young |
Maintenance Planning for Deteriorating Bridges Using Preference-based
Optimization Method |
290-291 |
| Leendertz, Johan |
Dynamic behaviour of modular expansion joints |
306-307 |
| Lindlar, Hans-Gerd |
Load-bearing reserves of existing bridges |
506-507 |
| Liu, Xue |
Rehabilitation and Simulation of Movable Bridge |
224-227 |
| Low, Angus |
Nesciobrug, Amsterdam. A symbol for a new suburb, inspirational and functional |
242-245 |
| Low, Angus |
A review of 30 years use of UK design check procedures for bridges |
320-321 |
| Lütke-Daldrup, Engelbert |
Traffic projects 'German unity' – a success story on the fast development of infrastructure in the newly-formed German states |
2-5 |
| Machelski, Czesław |
Evaluation of connection flexibility in a road bridge |
508-509 |
| Mahajan, Pradeep |
Planning of Rail Bridges on Katra Quazigund Railway line in Jammu & Kashmir |
510-511 |
| Mahoutian, Mehrdad |
Durability of fiber reinforced lightweight aggregate concrete |
512-513 |
| Maljaars, Johan |
Design of an aluminium bicycle path integrated in a steel bridge |
336-337 |
| Manjure, Padmakar |
Improving bridge infrastructure through rehabilitation
An Indian experience |
342-343 |
| Mans, Dirk G. |
How Reliable is our Building Process? |
424-425 |
| Manzanarez, Rafael |
Design and Construction Innovations for the Puente Centenario, Panamá |
234-235 |
| Marc, Ksenija |
The National Motorway Construction Programme in the Republic of Slovenia |
38-39 |
| Marx, Steffen |
Monitoring of railway-bridges – an advanced component of maintenance and sustainability |
246-247 |
| Marzahn, Gero A. |
Using SPS technology to strengthen an orthotropic bridge deck |
220-221 |
| Mcgormley, Jonathan C. |
Certification and operation audit of segmental bridge launching gantries |
322-323 |
| Medeot, Renzo |
Re-centring Capability Evaluation of Seismic Isolation Systems |
518-519 |
| Miki, Chitoshi |
Retrofit Engineering for Steel Bridge Structures in Japan |
14-19 |
| Mikulits, Rainer |
Comparison of European building control systems |
316-317 |
| Ming, Song Xu |
The main cable shape control and design of Sanchaji bridge |
586-587 |
| Miyamoto, Ayaho |
LCC-based bridge maintenance strategy in Yamaguchi prefecture |
288-289 |
| Miyashita, Takeshi |
Structural health monitoring of existing bridges by vibration measurement |
204-205 |
| Moreu, Fernando |
Possibilities of Using Sensing Technology For Railroad Bridges Maintenance and Repair |
520-521 |
| Moreu, Fernando |
Replacing US railroad bridges within hours, a.k.a Change Outs "Railroad Bridge Change-outs" |
222-223 |
| Moussard, Michel |
A new concept for a large vertical lift bridge over the river Seine in Rouen |
170-173 |
| Müller, Heiko |
Calculation of displacements for base isolation systems with bilinear behaviour |
410-411 |
| Mündecke, Michael |
Canal bridge Magdeburg – Studies, draft, construction and enterprise |
232-233 |
| Nethercot, David A. |
Ensuring safety for building construction in the UK |
268-269 |
| Nilsson, Martin |
Monitoring of a bridge with integral abutment |
256-259 |
| Odenbreit, Christoph |
Ramberg-Osgood and Manson-Coffin Relation for Shear Studs In Fatigue |
524-525 |
| Oppe, Matthias |
Experimental and numerical investigations for I-girders in bending and shear stiffened by closed trapezoidal stiffeners for use in steel bridges |
526-527 |
| Outtier, Amelie |
Influence of the bearing systems on the buckling behaviour of arch bridges |
528-529 |
| Park, Jongchil |
Dynamic characteristics of Seohae cable-stayed bridge based on results from long-term structural health monitoring |
212-215 |
| Park, Yongsuk |
Effect of Cable Loss in Cable Stayed Bridges – Focus on Dynamic Amplification |
380-381 |
| Parkash, Suraj |
Fatigue Damage Study of Prestressed Concrete Bridges |
530-531 |
| Pelke, Eberhard |
Projects German Unity – the tunnel chain of A 44 overcomes the division of Germany |
274-275 |
| Perez-Fadón, Santiago |
La Vicaria Arch over La Fuentesanta Reservoir |
50-51 |
| Peroni, Marco |
Gibraltar Straits crossing: a new design proposal |
532-533 |
| Plumier, André |
On assignment in Istanbul: Retrofitting for 0.4g |
582-583 |
| Pompeu Santos, S. |
Tunnels Supported on Bearing Blocks |
70-71 |
| Porsch, Markus |
Steel-concrete composite bridges subjected to fatigue loading |
174-175 |
| Pötzl, Michael |
Jointless Concrete Bridges – Development of a Flexible Abutment |
310-313 |
| Reinbeck, Uwe |
Checking of Bridges for the new Taiwan High Speed Rail |
534-535 |
| Reintjes, Karl-Heinz |
Large composite bridges with strutted frame systems - the Lockwitztal Bridge and the Haseltal Bridge |
240-241 |
| Reis, Antonio |
The New Metro of Oporto: A variety of bridge projects |
278-279 |
| Retzepis, Ioannis |
National Road B 31 – The Realization of a Privately Financed Project |
536-537 |
| Richardson, Mark G. |
Effective Use of Corrosion Inhibitors in Highway Structures |
516-517 |
| Rombach, Günter |
Segmental hollow box girder bridges with bow shaped segments |
188-189 |
| Roy, B. C. |
The Design Process for Rail Stations and Modal Integration: Delhi Metro |
540-541 |
| Ruan, Xin |
Risk assessment of a long span unsymmetrical extroversion arch bridge |
294-295 |
| Ruan, Xin |
Ultimate Load Carrying Capacity of Two Long Span Arch Bridges |
542-543 |
| Rutner, Marcus P. |
Blast resistance of structural members |
264-265 |
| Rydberg Forssbeck, Lahja |
Congestion taxes: a way of financing new infrastructure |
40-41 |
| Šafář, Roman |
Integral bridges. First integral railway bridge in Czech Republic |
308-309 |
| Samanta, Asim Kumar |
Enhancement of Service Life of Steel Bridges |
544-545 |
| Sánchez Filho, Emil de Souza |
Ductility of Beams Strengthened with Externally Bonded Composites |
546-547 |
| Sandner, Dieter |
Stuttgart 21 Main Station Shape development and Modelling of the New Station Hall |
548-549 |
| Saul, Reiner |
The Contribution of Latin America to the Development of Long Span Bridges |
550-551 |
| Schlaich, Mike |
Indigenous and Signature Cable-Stayed Bridges – Attitudes Towards Improvement of Infrastructure |
162-163 |
| Schlegel, Roger |
Parameter- and system identification on bridges with optimization methods |
348-349 |
| Schmidt, Michael |
Mix design and properties of Ultra-High Performance Fibre Reinforced Concrete for the construction of a composite UHPFRC - concrete bridge |
466-467 |
| Schnellenbach-Held, Martina |
Soft-WIM: vehicle identification from bridge measurement |
252-253 |
| Sesar, Petar |
Croatian Experiences in Motorway Network Development and Possibilities for the Future |
496-497 |
| Sesar, Peter |
Design and Durability of Highway Overpasses |
436-437 |
| Shao, Changyu |
730m Main Span Combined Highway and Railway Cable-stayed Bridge |
552-553 |
| Shi, Xuefei |
Collapse process analysis in construction of concrete-filled steel tube arch bridge |
330-331 |
| Siebert, Barbara |
Transparent sound screens made of glass for motorways and railway tracks |
556-557 |
| Siebert, Geralt |
Glass constructions for infrastructure – new subway stations in Munich |
262-263 |
| Siegwart, Michael |
Design of infrastructure incorporating monitoring regimes to evaluate the
performance and schedule maintenance over the entire life time |
366-367 |
| Singh, Harminder |
Bridge bearings – Structural design requirements |
558-559 |
| So, Kevin K. L. |
Public Private Partnership Approach to an Integrated Life-Cycle Management of Highway Infrastructure in Hong Kong |
44-47 |
| Sobrino, Juan A. |
Two Steel Bridges for the High Speed Railway line Madrid-Barcelona-French Border |
52-53 |
| Speier, Ludger |
Use of FRP Reinforcement constructing diaphragm pit walls |
68-69 |
| Spuler, Thomas |
Expansion joint renewal with “zero” traffic disruption? A solution using modern sliding finger joints |
564-565 |
| Spuler, Thomas |
Expansion joints subjected to extreme movement conditions - the particular challenges |
300-301 |
| Spuler, Thomas |
Expansion joints with low noise emission – will recent developments become
widespread across Europe? |
566-567 |
| Spuler, Thomas |
Remote monitoring: A new cost-effective, self-sufficient and versatile system will change the way bridges are monitored |
562-563 |
| Stampler, Johann |
Integrated Computer Wind Design for Bridge Engineering |
568-569 |
| Sternberg, Anja |
Development of a structural system for short span bridges |
196-197 |
| Stiemer, S. F. |
A risk-based approach to corrosion protection and maintenance of steel bridges |
292-293 |
| Stiemer, Siegfried F. |
Structural steel maintenance and rehabilitation methods of current Canadian infrastructure |
216-217 |
| Stratemeier, Norbert |
Evaluation of Durable Protective Systems for Sewage Structures |
560-561 |
| Streit, Walter |
Improving infrastructure – saving of resources as a criterion for the award of public works contracts? |
572-573 |
| Strobl, Wolfgang |
A Pedestrian Arch Bridge with a Span of 230 m |
48-49 |
| Sun, Limin |
Experimental study on vibration mitigation of long stay cables using cross ties |
382-383 |
| Svensson, Holger |
The Development of Cable-Stayed Bridges since John Röbling |
90-91 |
| Sweeney, Robert A. P. |
A Review of North American Railway Bridge Research |
184-187 |
| Sørensen, Ove |
Design for movements in bridges |
24-27 |
| Tammo, Kristian |
Crack widths close the reinforcement |
120-121 |
| Tang, Man-Chung |
Evolution of Bridge Technology |
10-13 |
| Tang, Pingbo |
Laser scanning for bridge inspection and management |
206-207 |
| Taplin, Geoff |
Quality Control on an Australia's Largest Road Construction Project |
422-423 |
| Tauscher, Franka |
Self-compacting concrete in bridge construction on federal trunk roads |
194-195 |
| Tegos, Ioannis |
Earthquake resistance and cost-effectiveness of multi-span bridges |
64-65 |
| ten Voorde, Hans |
Amsterdam Bijlmer arenA station |
104-105 |
| Tilly, Graham |
The Durability of Repaired Concrete Structures |
146-147 |
| Tilly, Graham |
Inspection and risks of hidden defects |
368-369 |
| Timofeev, Michael |
Rehabilitation and strengthening of Sylva Bridge at Kungur, Russia |
346-347 |
| Toma, Shouji |
Comparative study of highway steel girder bridge between Japan and USA |
580-581 |
| Tzaveas, Theodoros |
Earthquake resistant post-tensioned concrete bridges in Egnatia Motorway |
276-277 |
| Ueda, Tamon |
Modelling for Frost Damage and Life Cycle Prediction |
398-399 |
| van Bogaert, Philippe |
Effects of Light Rail Traffic on a 30 year old Cable Stayed Bridge |
156-159 |
| van der Horst, Aad |
Life Cycle Management of Infrastructures: towards an integrated approach of design, construction and maintenance |
20-23 |
| Vieira, Janine |
Structural behaviour of GFRP beams under high temperature condition |
78-79 |
| Vilonen, Ilkka |
Reconstruction of Lahti station area, demands of the new fast speed railroad between Helsinki and Lahti |
350-353 |
| Vincentsen, Leif J. |
The Øresund and the Great Belt links – Experience and Developments |
34-35 |
| von Wölfel, Roland |
Incrementally launched bridges along the A 71/73 – Special Features |
282-285 |
| Walbridge, Scott |
Benefits of post-weld treatment to improve tubular bridge fatigue performance |
180-181 |
| Walker, Douglas |
Certification of Building Design |
428-431 |
| Wang, Chang-Jiang |
Zhoushan Island-Mainland Connection Project Built for a Long and Efficient Life |
164-165 |
| Wang, Chunsheng |
Fatigue Evaluation of a Railway Steel Bridge Based on In-site Test Data |
462-463 |
| Weber, Felix |
Design, Implementation and Field Test of the Adaptive Damping System of the Franjo Tudjman Bridge nearby Dubrovnik, Croatia |
414-417 |
| Weiher, Hermann |
New approaches for the determination of the cable factor in post-tensioning tendons |
126-127 |
| Weissbach, Matthias |
Holistic Design Methods for Hybrid Arch Bridges |
134-135 |
| Weller, Bernhard |
Traffic Structures in Eastern Germany – A historical Review |
92-93 |
| Wendner, Roman |
Identification Strategies for Maintenance of Bridges |
570-571 |
| Wenzel, Fritz |
Bridging the Border |
94-95 |
| Wenzel, Helmut |
MOBILE – Moveable Bearings Innovation Launch in Enlarged Europe |
584-585 |
| Wium, Jan A. |
A concrete code for Africa |
270-273 |
| Wolff, Georg M. |
Extended Life Span for Bearings and Expansion Joints |
354-355 |
| Woodward, Ryan |
Trau Kod Dam Near Siem Reap, Cambodia: Sustainable Infrastructure in a
Developing Community |
98-99 |
| Yanez, Fernando |
Methodology for Inspection of Reinforced Concrete Subway Tunnel |
152-153 |
| Yang, De-Can |
Erecting analysis of cable-stayed bridges by substructure procedures |
588-589 |
| Yang, W. W. |
Innovative Technique for the Construction of Luntou Tunnel – Casting IMT on Submersible Barge |
114-117 |
| Yoda, Teruhiko |
Application of sleeve joints between steel beams and CFT columns to railway structures |
66-67 |
| Yoshinaga, Hiroshi |
Design and Construction of Shinminato Bridge |
590-591 |
| Yuan, Hong |
Ship Impact Protection System of Sutong Yangtze River Bridge |
592-593 |
| Zabel, Volkmar |
The Dynamic Behaviour of the "Erlebnisbrücke" on the BUGA in Ronneburg |
594-595 |
| Zanuy, Carlos |
Fatigue sensibility of R/C secondary elements of bridges |
118-119 |
| Zhang, Hong |
The Key Techniques For Sutong Bridge Construction Control |
426-427 |
| Zhang, Yufeng |
Structural Health Monitoring and Safety Evaluation System for Sutong Yangtse River Bridge |
596-597 |
| Zhao, Jian |
Application of Logical Framework Approach on Sutong Bridge |
598-599 |
| Zonta, Daniele |
Planning the future of regional road infrastructure: a case study |
250-251 |
| Zordan, Tobia |
Refurbishment of an arch bridge increasing its stiffness and reducing its weight |
600-601 |
| Zupcic, Matej |
Structure evaluation of medium span steel bridges |
602-603 |
| Zwicky, Daia |
The Balsberg viaduct of the new light rail network to Zurich-airport |
238-239 |
