| Ajdukiewicz, Andrzej |
Improvement of Concrete Surface by Controlled Permeability Formwork
Increase of Cracking Resistance |
322-323 |
| Audenaert, Katrien |
Confinement of Axially Loaded Concrete Columns with FRP Wrapping |
278-279 |
| Behloul, Mouloud |
Seonyu Ductal® Footbridge |
238-239 |
| Belletti, Beatrice |
Structural Design of a Precast Frame for the Housing of Silos |
202-203 |
| Ben Fredj, Imed |
Millau Viaduct (France) - Monitoring design and implementation |
290-291 |
| Bergmeister, Konrad |
Reflections on the evolution of innovative construction materials |
51-58 |
| Bernard-Gély, Anne |
Self-compacting concrete
Main technical characteristics and applications |
176-177 |
| Bertagnoli, Gabriele |
Safety format for non-linear analysis |
334-335 |
| Bien, Jan |
Information Technology for Concrete Bridges Condition Evaluation and Monitoring |
288-289 |
| Biliszczuk, Jan |
Launched concrete viaduct of distinctive shape in a busy area |
184-185 |
| Bouchet, René |
Monaco semi-floating dyke
A 352 metres long concrete caisson |
109-126 |
| Bouchon, Emmanuel |
The Beaucaire-Tarascon cable-stayed bridge over the Rhone River |
216-217 |
| Braam, René |
Creep and shrinkage of Ultra High Strength Steel Fibre Concrete |
146-147 |
| Brückner, Anett |
Textile Reinforced Concrete - Applications and Bond Specifics |
162-163 |
| Calamoneri, C. |
Millau Viaduct: Detailed design of concrete piers |
218-219 |
| Chandra, Vijay |
New Concepts for Concrete Bridges on the Central Artery/Tunnel Project |
226-227 |
| Chauveau, Eric |
Stainless steel rebars in concrete:a asset for sustainable development |
174-175 |
| Cholewicki, Andrzej |
Precast floor diaphragm action to ensure the structural integrity of multistorey buildings |
270-271 |
| Cortina, Pablo |
Architecture, Engineering and Construction
The Dataflux Tower in Monterrey, Mexico |
224-225 |
| Daoud, Atef |
Tensile response of reinforced ties cast with self-compacting concrete |
164-165 |
| de Boer, Ane |
Safety aspects during construction steps in the design of concrete structures |
330-331 |
| de Chefdebien, André |
Calibration of Partial Safety Factors for Precast Concrete Products |
336-337 |
| De Pauw, Peter |
Deformations and stresses in concrete slabs on grade |
276-277 |
| de Ville de Goyet, Vincent |
Non-linear behaviour of the piers of the Millau Viaduct |
312-313 |
| Emborg, Mats |
Innovative construction with cast in place concrete using product models |
220-221 |
| Fabo, Peter |
The smart tendons - a new approach to prestressing |
286-287 |
| Falbe-Hansen, Klaus |
Stonecutter Bridge: Detailed Design |
252-253 |
| Fiori, Bruno |
Optimisation of the Mechanical Behaviour of Lightweight Aggregate Concrete by the use of High Performances Cementitious Matrixes |
150-151 |
| Gilbert, R. Ian |
Time-dependent cracking in reinforced concrete beams and slabs |
298-299 |
| Gjerde, Morten |
Precast Concrete as a sustainable cladding solution in New Zealand |
318-319 |
| Goodyear, David |
The New Colorado River Arch Bridge at Hoover Dam
An Innovative Hybrid of Concrete and Steel |
222-223 |
| Graybeal, Benjamin |
Ultra-High Performance Concrete for Highway Bridges |
240-241 |
| Hajar, Ziad |
Construction of an Ultra High Performance Fibre Reinforced Concrete thin shell structure over the Millau Viaduct toll-gates |
236-237 |
| Hajar, Ziad |
Ultra-High Performance Concretes
First Recommendations and Examples of Applications |
242-243 |
| Halvonik, Jaroslav |
Interactive Design of Prestressed Precast Bridges Beams from High Performance Concrete |
272-273 |
| Hegger, Josef |
New Applications of Headed Studs |
160-161 |
| Hegger, Josef |
Textile-Reinforced Concrete Facades |
168-169 |
| Hela, Rudolf |
Research of self-compacting concrete with light aggregates |
156-157 |
| Hildebrand, Maciej |
Some aspects of safety of cantilevered and launched girders |
332-333 |
| Hisada, Makato |
Effect of Coarse Ground Cement on the Strength Development of Mortar |
142-143 |
| Hoorpah, Wasoodev |
New trends in composite steel-concrete bridges |
262-263 |
| Iida, Jiro |
Planning and Design of the Shin-Meisei Bridge |
230-231 |
| Kalný, Milan |
Footbridge in Podebrady
The benefit of unusual combination of concrete and steel |
248-249 |
| Kanappan, S. |
Ingenious blend of concrete, steel and glass for an International Exhibition Centre |
206-207 |
| Kanappan, S. |
Late Concrete architecture in Chaitanya Jyothi
The Commemorative building at Puttaparthi |
204-205 |
| Kesteloot, Stephan |
Finite-Element Modelling of a Concrete / Carbon Plate Interface - Application to Sewerage Systems |
170-171 |
| Klein, Jean-François |
Engineering and modern society – A tight mediation |
25-34 |
| Koenders, Eddy |
Modelling Moisture Transport Processes in Cement Paste Systems |
302-303 |
| Kuang, J. S. |
Behaviour of non-seismically detailed beam-column joints under simulated seismic loading
A critical review |
274-275 |
| Kuang, J. S. |
Variable crack-angle softened-truss model for shear in reinforced concrete beams |
300-301 |
| Lallemant Gamboa, Isabelle |
Concrete Surface Tint Defects
Characterization, Parametric Study, and Mechanisms |
316-317 |
| Lenkei, Péter |
New Models for old Buildings |
310-311 |
| Lenoir, Bertrand |
Vernègues viaduct - From the architectural design to the construction |
186-187 |
| Libessart, Laurent |
Physicochemical and tribological characterization of release agents |
320-321 |
| Lorenz, Werner |
The Challenge of Creativity – Learning from History? |
15-24 |
| Manabe, Hideki |
Performance of Channel-shaped precast PC slabs under moving truck load |
180-181 |
| Mancini, Guiseppe |
Models for engineers |
59-64 |
| Markelj, Viktor |
The bridge over the Mura River in Slovenia |
212-213 |
| Martin, Jean-Pierre |
Project design of "Millau Viaduct" |
83-108 |
| McCabe, Ray |
Innovative Association of Materials in the Leonard Zakim Bunker Hill Bridge |
256-257 |
| Meda, Alberto |
Fracture mechanics for SFRC Pavement Design |
158-159 |
| Okamoto, Hiroaki |
Planning and Design of a pedestrian bridge made of low-shrinkage ultra-high strength concrete
Akihabara Pedestrian Bridge |
244-245 |
| Oliveira, Dênio R. C. |
Punching Shear Resistance of flat slabs with Rectangular Columns |
268-269 |
| Paeglitis, Ainars |
Light weight Concrete Applications in Latvian Bridges |
198-199 |
| Palmer, Richard |
A fast and flexible technique for watertight construction |
280-281 |
| Parant, Edouard |
Cement Composites for civil engineering field |
152-153 |
| Passeman, Pierre |
Pretensioned prestressed concrete beam bridges and industrial supply |
210-211 |
| Pesic, Ninoslav |
Shear Crack induced debonding failure of FRP-Plated RC Beams |
166-167 |
| Pimienta, Pierre |
Retention of the mechanical performances of Ductal specimens kept in various aggressive environments |
154-155 |
| Placidi, Michel |
An innovative composite structure: the viaduct crossing the Marne Valley in Meaux |
260-261 |
| Polania, Elliot |
Design of composite floors with precast prestressed hollow core slabs |
308-309 |
| Quiertant, Marc |
Combined flexure-compression loading for RC columns externally strengthened with longitudinal and transverse CFRP retrofitting |
172-173 |
| Ramondenc, Philippe |
The main bridges of the high speed line HSL Méditerranée |
65-82 |
| Randl, Norbert |
Reliable Fastening design for concrete composite structures |
266-267 |
| Ranzi, Gianluca |
Generic Modelling of Concrete-Steel Composite Beams with Partial Interaction |
304-305 |
| Rickert, Jörg |
Influence of long-term retarder on the hydration of clinker and cement |
144-145 |
| Rito, Armando |
Designing bridges - A quest for beauty |
35-50 |
| Santa, Ulrich |
Monitoring of Civil Infrastructure - Techniques and Results |
292-293 |
| Sasaki, Takashi |
Experimental Study on High Fluidity Concrete for Massive Concrete Structures |
148-149 |
| Schwendenmann, Grégory |
Instrumentation development for the characterisation of selfcompacting concrete to analyse concrete placement |
326-327 |
| Sesar, Petar |
Construction of Prestressed Structure above Kupa and Dobra Rivers on the Zagreb-Rijeka Motorway |
188-189 |
| Shepherd, Bernard |
The evolution of the concrete "channel" bridge system and its application to road, and rail bridges |
196-197 |
| Siviero, Enzo |
Achievement of small and medium reinforced concrete arch bridges |
194-195 |
| Sobrino, Juan A. |
Urban Cable Stayed bridge in Envigado (Columbia) |
214-215 |
| Stráský, Jiří |
Concrete tension structures |
|
| Strasky, Jiri |
Composite Bridges built in the Area influenced by a Mining Subsidence |
254-255 |
| Strauss, Alfred |
Discussion of stochastic models in structural engineering |
340-341 |
| Strauss, Alfred |
Reliability based assessment procedure for concrete structures |
338-339 |
| Suzuki, Nobumasa |
Construction of Nagisa Bridge
Hybrid System of Cable-Stayed Prestressed Concrete Bridge and Steel Suspension Bridge |
258-259 |
| Tjhin, Tjen N. |
Nonlinear Analysis of Discontinuity Regions by the Strut-and-Tie Method |
306-307 |
| Tkalcic, Damir |
Design of Bridges made of Precast Elements |
190-191 |
| Toutlemonde, François |
Pre-normative results related to very high strength concrete |
140-141 |
| Toverud, Lars I. |
Replacement of the Superstructure of the Nitelva Railway Bridge |
182-183 |
| van der Sluijs, M. M. A. |
Concrete with glass for aesthetic application |
324-325 |
| van Paassen, Aad |
Flooring solutions with a new generation of hollow core floors |
208-209 |
| Vion, Philippe |
Design of the new bridge over the Var river in Puget-Théniers
A small span cable-stayed bridge |
200-201 |
| Virlogeux, Michel |
Design of the Terenez cable-stayed bridge |
228-229 |
| Voo, Jackie Yen Yei |
Strength of D-regions in Reactive Powder Concrete Girders |
296-297 |
| Walther, René |
Incentive and obstacles of creative design |
127-138 |
| White, Jacques |
Innovative Design with Ultra-High Performance Concrete
A Case Study |
234-235 |
| Yabuki, Nobuyoshi |
Development and Integration of an IFC-Based Product Model for Prestressed Concrete Bridges |
284-285 |
| Yamamura, Masato |
Design and Construction of the first composite truss bridge in Japan: Kinokawa Viaduct, Wakayama, Japan |
250-251 |
| Yang, In Hwan |
A Realistic Method to Reduce Stresses of Pier due to Time-Dependent Effects |
192-193 |
