| 't Hart, Wim M. |
Immersed tunnels in the High Speed Link (HSL) between Amsterdam and Brussels |
176-177 |
| Aartsen, Robert Jan |
Settlement and foundation of the HSL South |
332-333 |
| Acquati, Marco |
New antivibration track system for subways |
290-291 |
| Amarume, Shouichi |
Construction of a Shinkansen viaduct using high-performance lightweight concrete |
124-125 |
| Andersen, Jacob E. |
Nanjing Yangtze River Bridge safety and comfort analyses |
294-295 |
| Aristaghes, P. |
Groene Hart Tunnel
From conceptual to detailed design |
170-171 |
| Attia, Walid A. |
Evaluation of overall stability of multi-span cable stayed bridges |
44-45 |
| Baudin, Christophe |
Bridge infrastructure of Bijlmer Railway Station |
200-201 |
| Bellido de Luna, José |
Railroad precast bridges system to high seismic risk zones |
64-65 |
| Belloni, Luigi |
Artificial tunnel on relocated Milan-Bologna railway in Modena |
188-189 |
| Benthem, Jan |
Conceptual design of the new HSL bridge over Hollandsch Diep |
38-39 |
| Bigaj, Agnieszka |
Monitoring durability aspects of the Green Heart Tunnel (Groene Hart Tunnel) lining |
318-319 |
| Blom, C. B. M. (Kees) |
Modelling structural grout load for the tunnel lining analysis |
180-181 |
| Bögle, Annette |
Evaluation in conceptual design |
324-325 |
| Braga, Franco |
Bowstring bridges for high-speed railway transportation |
48-49 |
| Bruggers, Wouter |
Comfort related design of railway bridges |
30-31 |
| Bruni, Stefano |
Numerical simulation of train-track-structure interaction for high speed railway systems |
270-271 |
| Bucknall, Ian |
New Eurocodes requirements for the design of high speed railway bridge |
8-9 |
| Bucur, Carmen |
Modernisation of a railway tunnel for high speed. Case study. Romania |
186-187 |
| Byun, Hyung-Kyoon |
Optimized dimensioning of viaduct in Taiwan high speed rail |
94-95 |
| Calzona, Remo |
A modern interpretation of classical multiple-arches viaduct |
34-35 |
| Castellano, M. Gabriella |
Vibration isolation mats for high-speed railway lines |
298-299 |
| Chakraborty, S. S. |
Structural adequacy of suspended-rail system and computer simulation |
114-115 |
| Chen, Yanhua |
The effects of concrete damage on the interfacial debonding between steel and concrete |
130-131 |
| Chin, Wonjong |
Experimental study on the rigidities of bridge structures in Korean high-speed railway |
160-161 |
| Choo, Jinkyo F. |
Vibration control of long-span high-speed railway bridges under periodic moving loading using viscoelastic damper |
78-79 |
| Christiaens, Marc |
Integration of bored tunnel and conventional technologies in crossing below the Antwerp City Centre |
168-169 |
| Couchard, Iwan |
Viaducts for high-speed train consisting of a series of skew portal frames and intermediate simply supported girders |
112-113 |
| De Backer, Hans |
Structural optimum panel length of concrete track slab in tunnels |
244-245 |
| De Corte, Wouter |
Assessment of fatigue strength of steel orthotropic plated bridge decks from continuous measured stress spectra |
246-247 |
| De Pauw, Bart |
Efficiency assessment of non-continuous longitudinal stiffening of thin-walled steel panels in steel railway bridges |
100-101 |
| De Ridder, Jan |
Safety measures in the design of high-speed railway infrastructure in Belgium |
296-297 |
| De Roeck, Guido |
Train-bridge interaction on the high-speed railway bridge in Antoing (Antoing Bridge – Belgium) |
306-307 |
| de Ville de Goyet, Vincent |
The critical speed notion concerning the high-speed railway viaducts |
122-123 |
| de Wilde, Th. Sebastiaan |
Flexibility and quality of HST railway stations and surrounding areas |
204-205 |
| Della Vedova, Maja |
Simply supported prestressed concrete deck for high speed railway bridges |
36-37 |
| Den Blanken, Sander M. |
Equivalent stiffness of a concrete, settlement-free slab |
264-265 |
| Detandt, Henri |
Slabs under railway tracks founded on piles for the passage of compressible valleys by high-speed trains |
266-267 |
| Dethy, Bernard |
Soil improvement for the construction of the platform for Belgian High Speed Train in urban areas |
230-231 |
| Dieleman, Luc |
Dynamic behaviour of the short railway bridge |
90-91 |
| Doan, Van-Tho |
Civil engineering structures over the karstic zone crossed by the TGV Mediterranean Line |
238-239 |
| Doan, Van-Tho |
Monitoring of railway prestressed concrete viaducts towards long term deformations of concrete |
316-317 |
| Doan, Van-Tho |
Seismic monitoring of structures on the Mediterranean TGV Line |
310-311 |
| Duijvestijn, Bart |
A convenient journey from embankment to bridge |
214-215 |
| Dutoit, Daniel |
New evolutions for high speed rail line bridge design criteria and corresponding design procedures |
2-5 |
| Eekhout, Mick |
Design for an all-glass train tube in Delft |
208-209 |
| Ekevid, Torbjörn |
Analysis of high-speed train related ground vibrations by a hybrid method |
240-241 |
| El-Ariss, Bilal |
Stiffness of externally prestressed concrete members |
162-163 |
| Esveld, Coenraad |
Developments in high-speed track design |
14-15 |
| Esveld, Coenraad |
Use of expanded polystyrene (EPS) sub-base in railway track design |
252-253 |
| Esveld, Coenraad |
Use of railway track vibration behaviour for design and maintenance |
254-255 |
| Esveld, Coenraad |
Vibrations nuisance due to road and railway traffic |
288-289 |
| Evangelista, Luigi |
The cable-stayed bridge over Po River |
138-139 |
| Faeh, Andrew |
Optimised ballastless track systems |
258-259 |
| Feix, Jürgen |
The hybrid transrapid guideway development in Germany – First use in China |
272-273 |
| Fitzwilliam, Daniel |
Track structure interactions for the Taiwan high speed rail project |
88-89 |
| Fleischer, Detlef |
Structures of the new Korean high speed railway line in Seoul region |
334-335 |
| Fritsch, Michael |
The Valleybridge for the Taiwan high-speed transportation |
40-41 |
| Frýba, Ladislav |
Number of stress cycles in bridges due to high speed train |
68-69 |
| Fuzier, Jean-Philippe |
High performance prestressing for high-speed railway bridges |
164-165 |
| Gallagher, Ronan |
Determination of the fatigue life of metal railway bridges |
154-155 |
| Gao, Ri |
Reactive powder concrete box girder for high-speed railway bridges |
144-145 |
| Gao, Ri |
Traffic-induced structural vibrations and noises in elevated railway stations |
194-195 |
| Gardien, Wybo |
Modelling of soil vibrations from railway viaducts |
222-223 |
| Gaspar, Ricardo |
Experimental analysis of box-girder webs of concrete bridges |
58-59 |
| Ge, Yao-Jun |
Conceptual comparisons of live loads and deflection features between railway and highway bridges in China |
326-327 |
| Geier, Roman |
Lifetime monitoring of railway Mass-Spring-System (MSS) |
304-305 |
| Grundy, Paul |
Low incremental collapse capacity of composite beams |
126-127 |
| Günther, Hans-Peter |
Fatigue behaviour of steel plated bridge girders |
26-27 |
| Haight, Roger Q. |
Rehabilitation of the Williamsburg Bridge for rail transit |
134-135 |
| Hakkaart, Chris |
Air pressure reducing shafts on immersed tunnels |
184-185 |
| Heiden, Marko |
Rolling stock analysis of various railway bridges in Austria |
116-117 |
| Helmerich, Rosemarie |
Structural condition monitoring of a high-speed train crossing |
18-19 |
| Henke, Volker |
SFRC for jointless railway tracks |
256-257 |
| Henke, Volker |
TRANSRAPID – A high speed magnetically levitated train system |
274-275 |
| Hölscher, Paul |
Dynamical behaviour of piles under high speed railway-line in soft soil |
220-221 |
| Hoogenboom, Roel |
Integrating the HSL and the A16 into the Noord-Brabant landscape |
16-17 |
| Hoorpah, Wasoodev |
Steel for the high speed railways bridges in France
Conceptual design, materials, fabrication and construction methods |
22-23 |
| Hou, Weihong |
The experimental study on DJM pile improving soft ground |
236-237 |
| Houben, Rob J. |
A reference safety case as the basis for railway safety management |
328-329 |
| Huisman, Kees |
A special construction of the HSL-crossing with the A15 at Barendrecht, Holland |
224-225 |
| Hussain, Naeem |
Design of Medway Viaduct for Channel Tunnel Rail Link (CTRL) |
96-97 |
| Hwang, Eui-seung |
Long-term measurement of temperature distribution of prestressed concrete box girder bridges for high speed train |
312-313 |
| Hwang, Nak Yeon |
Construction of 125 m span arch for high speed railway |
54-55 |
| Jovanovic, Stasha |
Recent advances in the development of the ECOTRACK functionality and some application cases from several railway |
268-269 |
| Kaiser, François |
Precast concrete noise barriers; the efficient, elegant and durable solutions |
300-301 |
| Kang, Szu-Ming |
Design of a special bridge for Taiwan high speed rail project Lot C296 |
120-121 |
| Kanwarjit, Sigh |
Construction of railway abutment and bridges in the Kashmir valley for Qazigung – Srinagar – Baramulla project |
228-229 |
| Kappers, Arthur |
Development of 50 modern concrete switches for Amsterdam |
196-197 |
| Karadeniz, Halil |
Earthquake analysis of framed structures with foundation interaction based on Rayleigh wave propagation |
218-219 |
| Kassies, Bert |
HSL South: Tunnels and passenger comfort |
174-175 |
| Kessler-Kramer, Christoph |
Fatigue design of concrete structures |
128-129 |
| Kim, Yong-Gil |
Rail-stress analysis of high-speed railway bridges using long rails and subjected to ground motion excitations |
248-249 |
| Kirstein, Alex |
The settlement free slab of the high speed line in the Netherlands |
260-261 |
| Klaver, Engelbert C. |
HSL Railway bridges in the Netherlands |
72-73 |
| Kogut, Janusz |
In situ vibration measurements on the high speed track L2 Brussels-Köln |
286-287 |
| Kooiman, Alain |
High quality lining of World's largest shield driven tunnel |
190-191 |
| Kwark, Jongwon |
Study on the concrete bridge under Korean high-speed train |
118-119 |
| Lawrence, Trevor |
Optimised dynamic assessment of bridges on the West Coast Route modernisation project |
50-51 |
| Lee, Jong-kwan |
The fatigue performance of plate girder in Korea High-speed railway bridge |
56-57 |
| Lee, Kwang-Han |
Seismic analysis of pile foundation in soft soils subjected to earthquake loading |
232-233 |
| Li, Jianzhong |
An assessment of resonant vibration for bridges under trains |
60-61 |
| Liu, Zhong |
Structural rehabilitation of a steel railway bridge |
24-25 |
| López Pita, Andrés |
New criteria in embankment-bridge transitions on high-speed lines |
284-285 |
| López Ruiz, José Luis |
Construction of the bridge over the Ebro River |
62-63 |
| Luo, Xiu |
A practical methodology for running safety assessment of trains during earthquake based on spectral intensity |
322-323 |
| Macchi, Giorgio |
Innovative Omega profile for the Modena Viaducts of high speed railway |
106-107 |
| Maertens, Jan |
The high speed railway line Brussels-Amsterdam – Antwerp north-south link |
182-183 |
| Maheswaran, T. |
Deterioration model and optimal selection for bridges for maintenance |
166-167 |
| Mancel, François |
Recent developments in the dynamics of high speed lines bridges (short version) |
92-93 |
| Mangerig, Ingbert |
Monitoring of structures for high speed transportation railway systems |
308-309 |
| Mangerig, Ingbert |
Thermal effects on guideways for high speed magnetic levitation transportation systems |
280-281 |
| Manterola, Janvier |
The Ebro River Bridge, a new concrete bridge for railways |
28-29 |
| Marioni, Agostino |
The use of anti-vibrating bearings in the Taiwan high speed railway |
86-87 |
| Marvillet, Dominique |
Bridges, high speed and dynamic calculation – short version |
80-81 |
| Matsumoto, Nobuyuki |
Design concept and practise ensure running safety at earthquake |
46-47 |
| Matsumura, Toshio |
Practical application of composite bridge for Shinkansen using CFT |
136-137 |
| Millanes, Francisco |
Arroyo Las Piedras Bridge
An innovative solution for high speed bridges |
32-33 |
| Miotti, Andeina |
The Piacenza Viaduct for Milano-Bologna high-speed railway |
156-157 |
| Moelter, Tristan M. |
Closed and open joints at bridges for high speed lines |
52-53 |
| Molendijk, Waldo |
Geotextile-wrapped sand columns successfully used for the Betuwe Route |
234-235 |
| Monnickendam, Alan |
The design, construction and performance of Newark Dyke railway Bridge |
42-43 |
| Montanelli, Filippo |
Geogrid reinforced railways embankments: design concepts and experimental test results |
212-213 |
| Montens, Serge |
Design of piled slabs for the Channel Tunnel Railway Link (CTRL) |
108-109 |
| Norris, Paul |
Permissible deck accelerations for rail bridge dynamic assessments |
82-83 |
| O'Riordan, Nick |
Long term settlement of piles under repetitive loading from trains |
216-217 |
| Okuda, Hiroyuki |
Environmental performance improvement of railway structural system using ladder track |
242-243 |
| Oostermeijer, Kimmo |
Integration of system assets into a railway line |
330-331 |
| Paulsson, Björn |
Deep improvement of soft soils efficient method for foundation of high-speed railway lines |
12-13 |
| Place, David |
Track-structure interaction on the Taiwan high speed rail viaducts |
98-99 |
| Rammant, Jean-Pierre |
Numerical simulation of dynamic effects of high-speed trains on bridges |
74-75 |
| Rebouças Stucchi, Fernando |
Continuously welded rails (CWR) in elevated railway structures |
146-147 |
| Rigot, Guy |
Preflexed & prestressed = flexstress the synthesis of the techniques |
158-159 |
| Roy, B. C. |
Thane MRTS – Corridor and station area planning |
202-203 |
| Sato, Yoshihiko |
Effect of track rigidity on ground vibration due to running train |
250-251 |
| Scherpereel, Kurt |
Conservating monumental construction within a new structure of the Antwerp North-South Link |
172-173 |
| Schilder, Rudolf |
Solid carriageway and Mass-Spring-Systems in Austria |
320-321 |
| Schlaich, Jörg |
Structures for high-speed railways bridges and sheds for stations |
10-11 |
| Sengupta, S. |
Third Godavari Railway Bridge, India
Innovative design and erection system |
150-151 |
| Shamalta, Manuchuehr |
Dynamic response of an embedded railway track to a moving train |
262-263 |
| Shao, Changyu |
Long span tree-pylon cable stayed bridge for high speed railway, conception and analyses of PC box girder stiffened by steel truss |
102-103 |
| Shim, Wooram |
Noise and vibration solutions considering stability effects for high-speed rail ChônAn Station in Korea |
282-283 |
| Snijder, Bert |
Station Barendrecht: roof structure on top of high-speed railway tunnel |
198-199 |
| Sobrino, Juan A. |
Design criteria and construction of 9 km-length of high-speed railway bridges in Spain |
66-67 |
| Solomon-Ayeh, K. A. |
Evaluation, after twenty years, of timber railway sleepers in Ghana |
314-315 |
| Staquet, Stéphanie |
Time-dependent behavior of a new kind of precambered prestressed bridge deck for the high speed lines in Belgium |
104-105 |
| Stuit, Herke |
Vibrations of the largest tunnel boring machine |
192-193 |
| Sugimoto, Ichiro |
Fatigue durability of Shinkansen bridge with corrugated steel web |
132-133 |
| Tanabe, Makato |
Dynamic interactions of Shinkansen train, track and bridge |
6-7 |
| Tanimura, Yukihiro |
Experimental validated damage criteria for concrete columns under seismic loading |
70-71 |
| Tanner, Peter |
Roof structure for the new Zaragoza Delicias station. Concept and design |
210-211 |
| Theys, Frank |
Soil nailing for the realisation of excavations along existing railway lines |
226-227 |
| Tuinstra, Dimitri |
Engineering the bridge over the Hollandsch Diep |
20-21 |
| Urabe, Masao |
Magnetic drag force decrease measures in structure design Maglev |
276-279 |
| Van Bogaert, Philippe |
Tied arch bridges with radial oriented hangers, subjected to rail traffic |
142-143 |
| Van Bogaert, Philippe |
Vibration conduct of viaducts and large span bridges due to the crossing of high-speed trains |
76-77 |
| Van den Dool, Philip H. |
Noise aspects of the new High Speed Line in The Netherlands |
302-303 |
| Van Der Horst, Charlotte S. |
Torsion moments in a trough shaped bridge caused by rubber bearings |
148-149 |
| Van Der Velden, Henk |
High speed railway link south: on the horizontal move
Horizontal displacements of a concrete U-shaped cutting near Rotterdam |
178-179 |
| Vatcharindr, Vichitr |
Subway system in Greater Bangkok |
336 |
| Veltkamp, Martijn |
Structural design of free-form railway architecture |
206-207 |
| Wang, Jingchun |
Research on treating section between bridge and roadbed with reinforced soil |
140-141 |
| Wenzel, Helmut |
Vibration monitoring and noise improvement of an old railway bridges |
292-293 |
| Xiaozhen, Li |
Dynamic response of long span cable-stayed bridge subjected to moving high-speed train |
84-85 |
| Xu, Ming |
Numerical analysis of the embedded abutments of integral bridges |
110-111 |
| Zhang, Zhiguo |
Research on the strengthening of double-curvature arch bridges |
152-153 |
