| ABRAMSKI, Marcin |
Bearing behaviour of biaxial hollow core slabs |
544-545 |
| ADEY, Bryan T. |
Methodology to determine financial needs of river structures |
378-379 |
| AKGUL, Ferhat |
Development of a Bridge Inspection and Management Project |
648-649 |
| ALBERT, Andrej |
Computer supported design of industrial buildings made of precast concrete |
542-543 |
| ALEXANDER, Stuart |
Towards wider use of the accidental load case |
838-839 |
| ANABUKI, Takuya |
Failure Prediction of Full Scale Bridge Pier on 3D Shaking Table Test |
214-215 |
| ANANIA, Laura |
Shear test on full scale auxiliary pier columns used in the viaduct construction process |
754-755 |
| ANDERSON, John |
Measuring Sustainability: Tools for Transitioning to an Ecological Age |
238-239 |
| ARAKI, Hideo |
Bond Strength of Plain Round Bars Repaired by Epoxy Resin Injection |
658-659 |
| ARENAS, Juan José |
Third Millennium Bridge over the Ebro River. Zaragoza. Spain |
424-425 |
| ARGIOLAS, Carlo |
Subcontract and distribution of process responsibilities |
896-897 |
| ARICI, Marcello |
BEF Analogy for Concrete Box Girder Analysis of Bridges |
118-119 |
| ARMENI, Giulia |
Geodetic Domes for great-span structures: Mandela Forum Project proposal in Florence |
676-677 |
| ASAKAWA, Kuniaki |
Overhead Railway Project with Environmentally-Friendly Concepts |
618-619 |
| ASAKAWA, Takeshi |
Long Span Wooden Structural Beams Assembled with Four Meter long Timbers using Japanese Traditional Connections |
206-207 |
| BALDASSINI, Niccolo |
20 years of development of large transparent free-form envelopes |
528-529 |
| BARBISAN, Umberto |
Brief considerations on the Accademia Bridge in Venice |
810-811 |
| BARTOLI, Gianni |
Wind assessment for the design of structures and glass facades of a very large convention building |
500-501 |
| BECONCINI, Maria Luisa |
A numerical algorithm to predict the behaviour of cracked r.c. members |
784-785 |
| BENCARDINO, Francesco |
Assessment of in-place concrete strength according to the major standards |
722-723 |
| BENCARDINO, Francesco |
Structural Performance of RC Beams Strengthened by SRG and FRCM System |
488-489 |
| BERGAMI, Alessandro V. |
A design procedure for the seismic protection of infilled frames by dissipative braces |
272-273 |
| BERGER, Johannes |
New Approach for Bridges with Very High Durability |
258-259 |
| BIANCHI, Ennio |
Risk Management of Environmentally Constrained Infrastructures |
210-211 |
| BILOTTA, Antonio |
Bond Behavior at the Interface in Concrete Elements Strengthened with NSM Bars and Strips |
348-349 |
| BITTERMANN, Thomas |
Lateral Arch Vibrations of a Steel Bowstring Bridge due to Traffic Loads |
154-155 |
| BOB, Corneliu |
Assessment and Strengthening of a Composite Structure |
816-817 |
| BOEDEFELD, Joerg |
Crack Mechanism In Thick Concrete Structures During Hydration |
110-111 |
| BONENBERG, Agata |
Bridges in the townscape – poetics of the image |
894-895 |
| BORRI, Claudio |
A comparison amongst different shape control methods for shell optimization |
800-801 |
| BOSCATO, Giosuè |
Approach and methodology in understanding the structural behaviour of historic arch bridges through dynamic monitoring: the case of Rialto bridge in Venice |
890-891 |
| BOSCO, Crescentino |
Pull-out experimental testing on ribbed bars produced in coils |
842-843 |
| BOSMA, Carlos F. |
Bridge Management by Modelling, Monitoring and Experimental Research |
492-493 |
| BRAGADIN, Gianni Luigi |
Stormwater tanks option in remediation of Candiano head channel area at Ravenna: functions, design, environmental impact. |
790-791 |
| BRAML, Thomas |
Use of monitoring data for a probabilistic analysis of structures |
126-127 |
| BRAUN, Christian |
Static and Dynamic Friction in Curved Surface Sliders |
400-401 |
| BRESTIN, John P. |
Huey P. Long – Span by Span Erection of Widening Trusses |
686-687 |
| BRISEGHELLA, Bruno |
Optimized Design for Soil-Pile Interaction and Abutment Size of Integral Abutment Bridges |
392-393 |
| BRISEGHELLA, Bruno |
Tensegrity Bridge with Prestressed Deck |
432-433 |
| BUEELER, Christoph |
Indirectly Supported Bridges – Large-Scale Experiment |
406-407 |
| BURDET, Olivier L. |
Thermal Effects in the Long-Term Monitoring of Bridges |
494-495 |
| BURKE, Rowland |
3.2km Precast Segmental Constructed Viaduct - Viaduct V5c, Gautrain Rapid Rail Link |
562-563 |
| CANETTA, Giovanni |
Evaluation of the Effects of Transit of Subway Trains on Noise and Vibration Levels in the surrounding Buildings |
748-749 |
| CAOBIANCO, Francesco |
The New Cable Stayed Bridge in Bari, Italy |
548-549 |
| CAOBIANCO, Francesco |
A New Steel Arch Bridge in the City of Padua |
550-551 |
| CAPELLÁN, Guillermo |
Form as a result of local conditions. Architectural design of two new urban bridges in San Sebastian. Spain. |
670-671 |
| CARILLO, Saverio |
The huge enlargement with r.c. structure of the Shrine of Pompeii in Italy (1933-1939): a technological, architectonic and cultural challenge |
802-803 |
| CARTER, Matt |
Ship Impact Studies for the Forth Replacement Crossing |
218-219 |
| CASAGRANDE, Alberto |
Fastening Systems Applications in Rehabilitation of Historical Buildings & Structures |
726-727 |
| CASTILLO, Alejandro |
Urban Bridges-Latest Experiences in Andalusia |
422-423 |
| CECCOLI, Claudio |
Correlations Between the Experimental Results of Pseudo-Static Tests with Cyclic Horizontal Load on Concrete/Polystyrene Sandwich Bearing Panels and their analytical counterparts |
852-853 |
| CHEN, Airong |
The Research of Numerical Simulation of Concrete Durability |
442-443 |
| CHEN, Kang-Ming |
Mechanical Behaviors Analysis on a Arch Rib Segment of Yongjiang Bridge in the Eastern-Outer-Ring of Ningbo City |
172-173 |
| CHENG, Jin |
System reliability evaluation of long-span cable-stayed bridges |
302-303 |
| CHIN, Won Jong |
A Study on Integrated Geometry Management and Wireless Control System for the Construction of Concrete Pylon of Cable Stayed Bridges |
662-663 |
| CHIRA, Nicolae |
Rehabilitation of an industrial building in three different solutions |
702-703 |
| CHIRGWIN, Gordon |
Feasibility of Sacrificial Cathodic Protection as an Effective Corrosion-Control Measure for the Protection of Reinforced Concrete Bridges |
644-645 |
| CHOI, Dong-Ho |
Evaluation of Critical Loads of Steel Frames using Iterative Buckling Analysis |
204-205 |
| CHOI, Dong-Ho |
A Parametric Study on the Ultimate Behaviors of Multi-Span Suspension Bridges |
282-283 |
| CHUNG, Young Soo |
Capacity Spectrum Analysis for the Seismic Performance of RC Bridge Piers in terms of Ductility Parameters |
752-753 |
| Comand, Dario |
Offshore floating platform for renewable wind energy |
394-395 |
| Comisu, Cristian-Claudiu |
Structural identification of bridges: Monitoring, Maintenance and Repair |
386-387 |
| CONNAL, John |
Second Gateway Bridge, Brisbane, Australia |
706-707 |
| CONZETT, Jürg |
Traversina Footbridge – A wooden stairway crossing a gorge |
414-415 |
| CORNEY, John |
Active Aerofoil Stabilisation of Long Span Bridge Decks |
464-465 |
| COSYN, Peter |
Design of the Ax/A11-motorway: balancing the interests of ecologically important areas, local citizens and the port of Zeebrugge |
582-583 |
| CREMER, Jean-Marie |
Antwerp - Oosterweelverbinding The "Lange Wapper" Bridge |
678-679 |
| CROCE, Pietro |
Improvement of damage equivalence λ-factors for railway steel bridges |
334-335 |
| CROCE, Pietro |
Reliability differentiation in ULS checks according to EN1990 |
366-367 |
| CROTTI, Gianluca |
An Application of Bragg grating array to measure real-time scour depth at river bridges |
354-355 |
| CUNHA, Álvaro |
Recent Advances in Dynamic Testing and Continuous Dynamic Monitoring of Large Bridges |
450-451 |
| CURRAN, Peter |
Media City Footbridge, Salford Quays |
160-161 |
| CURY, Alexandre |
Long term dynamic monitoring of a PSC box girder bridge |
484-485 |
| DAI, Gonglian |
The Recent Improvement of High-Speed Railway Bridges in China |
168-169 |
| DALL'AGLIO, Fabio |
Fondovalle Dolo Road: Viaduct on the Landslide of Boschi di Valoria |
220-221 |
| DAN, Daniel |
Structural analysis, rehabilitation and further development of health monitoring program concerning two reinforced concrete chimneys |
656-657 |
| DAN, Sorin |
Impact of New Design Codes on Assessment and Redesign of Reinforced Concrete Existing Structures in Seismic Regions |
452-453 |
| DANIEL, Ryszard A. |
Comparison of a Single and Double Main Span Suspension Bridge for the Western Scheldt Crossing |
146-147 |
| DE BACKER, Hans |
Long-term monitoring of temperatures in steel box girders |
270-271 |
| DE GAETANO, Sergio |
"Ferrari World", passion for structural and cladding engineering |
540-541 |
| DE LUCA, Antonello |
Don Bosco Bridge at Arenaccia: Structure, Art and Architecture |
864-865 |
| DE LUCCHI, Michele |
The bridge of peace
A Monument to Tbilisi's Different Identities |
200-201 |
| DE MIRANDA, Mario |
Bridges in Venice - Architectural and Structural Engineering aspects |
812-813 |
| DE MIRANDA, Mario |
New Developments in Brazilian Cable Stayed Bridges |
516-517 |
| DEL GROSSO, Andrea E. |
Unconventional Structural Forms in Pedestrian Bridge Design |
520-521 |
| DEMARZO, Mauro A. |
Wooden Cable-Stayed Footbridge with Curved Carriageway in Urbanised Area |
534-535 |
| DESAI, Neeraj |
Innovatively Engineered and Architectural Infrastructure Development in a Dense Urban Corridor |
796-797 |
| DESCHENES, Dean |
Structural Assessment of ASR/DEF-Affected Bridge Bent Caps |
478-479 |
| DETTE, Grischa |
Maintenance of Important Infrastructures – Objectives and Strategies |
376-377 |
| DI MARCO, Roberto |
The new Fornello viaduct: method of seismically strengthening the piers and replacing the deck without interrupting traffic |
398-399 |
| DI SIVO, Michele |
Infrastructure management and maintenance for urban environment quality and sustainability. Olympic assets |
700-701 |
| DI SIVO, Michele |
Non-destructive technologies for the maintenance of underground utilities. |
824-825 |
| Diana, Giorgio |
The Messina Strait Bridge: Major Problems Affecting the Design |
2-25 |
| DICLELI, Murat |
Effect of Modelling Simplifications on Nonlinear Seismic Analysis of Integral Bridges Including Dynamic Soil-Structure Interaction |
590-591 |
| DICLELI, Murat |
Performance Based Seismic Retrofitting of Reinforced Concrete Buildings Using Steel Braces and a Link |
128-129 |
| Ding, Jiemin |
Recent Applications and Practices of Large-Span Steel Structure in China |
58-76 |
| DöHLER, Michael |
Confidence Intervals on Modal Parameters in Stochastic Subspace Identification |
734-735 |
| DöHLER, Michael |
Modular Subspace-based System Identification and Damage Detection on Large Structures |
736-737 |
| DOMANESCHI, Marco |
Seismic Mitigation of the ASCE Cable-stayed Bridge |
298-299 |
| DOMANESCHI, Marco |
A Strategy for Modelling External User Element in ANSYS: the Bouc-Wen and the Skyhook Case |
608-609 |
| DOMANESCHI, Marco |
When The Going Gets Tough The Tough Gets Going: Skyhook Structural Control of Suspended Bridge under Strong Wind Excitation |
732-733 |
| DORRER, Günther |
Danube Bridge Tulln - A new Bridge with innovative Concept |
418-419 |
| DRAGAN, Rares V. |
Solutions regarding the Impact of Large Structures upon Public Space – Multifunctional Hall – Cluj-Napoca, Romania – case study |
346-347 |
| Ducommun, Yves |
Thermal control through a unique coloured solar curtain wall solution |
680-681 |
| Duguid, Brian |
Nottingham Station Bridge, UK |
80-81 |
| EDLUND, Bo L. O. |
Risk, Structural Engineering and Society |
134-135 |
| EGGER, Philipp |
Damping system for existing and new structures |
362-363 |
| ESCAMILLA, Manuel |
New Removable Bridge over the Bay of Cadiz |
694-695 |
| ESCAMILLA, Manuel |
Second Bay of Cadiz Bridge-Latest Construction Challenges |
472-473 |
| FACCHINI, Luca |
Optimisation of the acquisition points in wind tunnel pressure measurements |
874-875 |
| FAN, Liang |
Experimental Study on the Behavior of Steel-Concrete Composite Arch Ribs to Combined Bending and Compression |
884-885 |
| Fargier G., Luis B. |
A Proposed Live Load Model for Bridge Design in Venezuela |
474-475 |
| FEDERICO, Francesco |
Mechanical effects of floods on river bridge pier foundations |
878-879 |
| FENG, Dianshi |
Actual Stiffness Identification of Constructed Bridges |
652-653 |
| FERRARI, Rosalba |
Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy) |
778-779 |
| FINK, Josef |
Extremely Slender Steel and Composite Deck Slab for Railway Bridges |
178-179 |
| FISCHER, Oliver |
The Real Price – Holistic Cost-Efficiency Considerations in Design and Construction of Infrastructure Projects |
236-237 |
| FLANAGAN, John W. |
The Realisation of the Samuel Beckett Bridge – Dublin, Ireland |
106-107 |
| FORABOSCHI, Paolo |
Composite Beam: Non-Linear Analytical Exact Fully-Developed Model |
180-181 |
| FUCHS, Maximilian M. |
Profiled steel pipes – innovative reinforcement for floor slabs with concrete core activation |
570-571 |
| FURTNER, Peter |
Approach for the life-cycle management of structures including durability analysis, shm and maintenance planning |
436-437 |
| GEIER, Roman |
Development of Integral Bridge Design in Austria |
552-553 |
| GEIER, Roman |
Monitoring of the Vienna Erdberger Bridge |
389-390 |
| GENTILE, Carmelo |
Construction Phases and Reception Tests of the New Cable-Stayed Bridge over the Adda River (Northern Italy) |
728-729 |
| GENTILE, Carmelo |
Dynamic measurement on stay-cables using microwave interferometry |
440-441 |
| GHARIGHORAN, Alireza |
Steel Bridge SHM in Isfahan: Bridge Over Zayandehrod River |
822-823 |
| GHAZNAVI, Amin |
The effects of reduced beam section connections on seismic displacement demands in steel moment frames |
556-557 |
| GHAZNAVI, Amin |
Study of new method for retrofitting pre-Northridge connections by reducing beam section |
108-109 |
| GIANOLI, Andreas |
Spatial Concrete Plate Structures |
580-581 |
| GKOLOGIANNIS, Christos |
Structural Design of the New Football Stadium of Panathinaikos F.C. in Votanikos, Greece |
182-183 |
| GOMEZ, Roberto |
Analysis of a Cable-Stayed Bridge: The Case of "The Baluarte Bridge" |
116-117 |
| GÖPPERT, Knut |
The new airport "Berlin-Brandenburg-International" |
144-145 |
| GOULET, James-A. |
CMS4SI Structural Identification Approach for Interpreting Measurements |
224-225 |
| GRIMALDI, Antonio |
Design Optimization of Road Continuous Girder Bridges |
830-831 |
| GUALTERO, Ivan |
Prioritization Strategy for Replacing Florida’s Deck Panel Bridges |
438-439 |
| HARVEY, Bill |
The Confidence to Build
Understanding and Analysis in the Re-Use of Structures |
470-471 |
| Hauf, Gunter |
Slim-Floor Girder – Experimental tests and design rules for the deflection |
82-83 |
| HAUSER, Holger |
Crossing the Funder Valley Using the Patented Match-Cast Incremental Launching Method |
274-275 |
| HE, Jun |
Construction process simulation of moveable hybrid GFRP/ concrete bridge deck |
152-153 |
| HE, Jun |
Cyclic Behaviour of Prefabricated High-Strength Concrete Composite Beam-to-Column Joints |
586-587 |
| HE, Xuhui |
Case Study of Bus Rapid Transit Bridges in Xiamen, China |
794-795 |
| HEGGER, Josef |
A slender pedestrian bridge made of textile reinforced concrete |
156-157 |
| HEPKEMA, Luuk |
Two "deck-on-piles" bridges in Lagos (Nigeria) |
758-759 |
| HIKONE, Shigeru |
Sustainable and Quake-resistant Façade for Existing buildings |
426-427 |
| HONDA, Hideyuki |
Structural Performance of Large Timber King Post Truss Highway Bridge |
246-247 |
| HONG, Namhee K. |
Toward 21st Century Bridge Design through Collaborative Design Process |
530-531 |
| HOSNY, Abdel-Hady |
Applications of FRP Projects in Egypt |
584-585 |
| HU, Guanyu |
Experimental and Computational Studies on Steel Beam End Framing Connections in Fire |
216-217 |
| HU, Ke |
Design and Optimization of A Long Span Concrete Filled Steel Tubular Arch Bridge |
854-855 |
| HU, Zhi-Jian |
Aesthetic Design for the Shi-cong Viaduct |
578-579 |
| HUO, Bing Yu |
Experimental and Analytical Study of Push-out Shear Tests in Ultra Shallow Floor Beams |
174-175 |
| IGARASHI, Akira |
Uplifting Slide Bearing (1) －Characterization of Dynamic Properties－ |
352-353 |
| INFANTI, Samuele |
The Behavior of Rion - Antirion Bridge Seismic Protection System During the Earthquake of "Achaia-Ilia" on June 8, 2008 |
306-307 |
| ISSA, Camille A. |
Utilization of Recycled Rubber in Concrete Mix Design |
696-697 |
| JACINTO, Luciano |
Bayesian probabilistic assessment of in-situ concrete strength |
228-229 |
| JAKOBSEN, Svein Erik |
New Fredrikstad Bascule Bridge, Norway |
804-805 |
| JANJIC, Dorian |
Closing the Gap between Bridge Analysis and Detailing |
862-863 |
| JANJIC, Dorian |
Gwangyang Bridge – Numerical Simulation of Construction Sequence |
834-835 |
| JANJIC, Dorian |
Modern Approach In Concrete Segmental Design |
836-837 |
| JANSSENS, Victoria |
The Importance of Dynamic Effects in Progressive Collapse |
604-605 |
| JARAS, Arūnas |
The Dynamic Investigation of the Cultural Heritage Buildings in Vilnius City |
868-869 |
| JIANG, Jing |
The design of pre-stressed concrete continuous curved beam bridge with extra-small radius and large curvature in New Wuhan Railway Station |
620-621 |
| JIMENEZ, Javier |
Cerradura Stress-Ribbon Footbridge. Iznajar (Spain) |
674-675 |
| JIMENEZ, Javier |
Studies for Controlling Human-Induced Vibration of Two Nielsen-Truss Footbridges in Malaga (Spain) |
738-739 |
| JORAY, Dominic |
Reconstruction of the New Station Square in Berne, Switzerland |
724-725 |
| JOSAT, Ole |
PREON – The Flexible Standard in Hall construction |
688-689 |
| JUNG, Jaeho |
Practical Design of Continuous Two Main-span Suspension Bridge in Korea |
284-285 |
| KAITO, Kiyoyuki |
Statistical Deterioration Prediction Model for Individual Infrastructure Considering its Heterogeneity |
720-721 |
| KANG, Jae Yoon |
Behaviour of Tendon Anchorage Zone |
634-635 |
| KAPOOR, Rakesh |
Planning and Design of Elevated Road for Aizawl City |
698-699 |
| KARAKAS, Alexander |
Knowledge-based Expert System for Strengthening Measures of Road Bridges |
380-381 |
| KARAKI, Ghada |
Influence of Bridge Vehicle Interaction on the bridge’s subsystems considering road roughness |
880-881 |
| KARDON, Joshua B. |
Forensic Engineering Ethics and Failures of Infrastructure Facilities |
242-243 |
| Kasaee, Adel |
Evaluation of Increasing Coefficient of Fundamental Period of Buildings |
624-625 |
| KATO, Yoshihisa |
Uplifting Slide Bearing (4)－ Application for a 3-Span Steel Girder |
358-359 |
| KAUNDINYA, Ingo |
Integrated Rescue Galleries – an alternative Safety Concept for Road Tunnels |
594-595 |
| KAWABATA, Yuichiro |
New Design Proposal for Simplified Maintenance of Open-type Wharf |
718-719 |
| KEROKOSKI, Olli |
Integral bridge abutment - approach embankment interaction |
462-463 |
| KHODAVERDIAN, Alireza |
The Actions of Axial Loads on Masonries – Ultrasonic Verifications and Statistical Analysis of Obtained Data |
886-887 |
| KIM, Hando |
Developing 5D System Connecting Cost, Schedule and 3D Model |
382-383 |
| KIM, Ho-Kyung |
Unbalanced Application of Wind Stabilizing Cables for the Free Cantilevered Construction of a Cable-Stayed Bridge |
776-777 |
| KIM, Young-Min |
TMD Method of Construction for the Cable Stayed Bridge in the Environmentally Constrained Areas |
222-223 |
| Kino, Junichi |
Concrete Columns that Don't Collapse Easily During Large Earthquakes |
86-87 |
| KITE, Steve |
Design of the Forth Replacement Crossing, Scotland, UK |
202-203 |
| KNIGHT, Martin |
Exploring Issues of Aesthetics in a Railway Environment: the Infrastructure of Stratford City, London |
162-163 |
| KNOBLOCH, Markus |
In situ tests on steel deck concrete composite slabs at Zurich Airport |
360-361 |
| Krizek, Jaromir |
Design Tool for Practical Design of Integral Bridges |
96-97 |
| KUBOTA, Yoshiaki |
Systematization of structures and forms of truss systems |
198-199 |
| KUDZYS, Antanas |
Precast Spun Concrete Piers of Road Bridges and Their Probability-Based Design |
396-397 |
| KUMAR, Pardeep |
Performance Assessment and Maintenance of Masonry Arch Bridges |
818-819 |
| KUNITSU, Hiroaki |
Seismic Retrofit of Tokyo Tower |
194-195 |
| KUNZ, Jakob |
Safety against Tunnel Fire for Post-Installed Reinforcement |
304-305 |
| KUSS, Stefan |
Development and application of Liquid-V-Dampers |
638-639 |
| KUSUMA, Amelia |
Comparative Assessment of Enhanced Multi-mode Pushover Analysis Methods for Performance Based Design |
840-841 |
| Kwon, Young Bong |
Compression Tests of Longitudinally Stiffened Plates Undergoing Distortional Buckling |
92-93 |
| LAGO, Alberto |
Structural and Architectural Design of Complex-Shaped Structures in Seismic Regions: Early Stages from a Practical Perspective |
788-789 |
| LAMBERTI, Renato |
Visual Impact Assessment for Infrastructure Design |
668-669 |
| LARSSON, Oskar |
Estimation of Extreme Climatic Thermal Actions in Concrete Structures |
252-253 |
| LAVORATO, Davide |
Experimental investigation of the seismic response of repaired r.c. bridges by means of pseudodynamic tests |
448-449 |
| LEE, Jaeho |
Long-term Prediction of Bridge Element Performance Using Time Delay Neural Networks (TDNNs) |
374-375 |
| Leendertz, Johan S. |
Wheel prints and axle geometries for static and fatigue load models of expansion joints for road bridges |
84-85 |
| LEI, Ying |
A New Type of Intelligent Wireless Sensing Network for Health Monitoring of Long Span Bridges |
486-487 |
| LEMBO, Filiberto |
Eco-sustainable reuse of "Costantinopoli" quarry in Sala Consilina |
428-429 |
| LI, Chuanxi |
Decision Method on Reasonable Design State of Self-anchored Suspension Bridge with Spatial Cables |
114-115 |
| LI, Edward |
Maximizing Waters of the Niagara River for Power Generation: Challenges Constructing the Niagara Tunnel Intake Approach |
690-691 |
| LI, Jianbao |
Test and analysis of the precast composite RC shear wall |
460-461 |
| LI, Lingying |
The research on live load model for High-Speed Passenger Railway Bridge |
622-623 |
| LIANG, Zhu |
Test of Wind Parameters and Cable Vibration of Shenzhen Bay Bridge |
212-213 |
| LINSE, Diethelm |
100 years Intze Gravity Dams - even today Indispensable Infrastructure Facilities |
654-655 |
| LIU, Chao |
Shear Strength Investigation of Concrete Girders with Proposed Horizontal Shear Reinforcements in Webs |
560-561 |
| LIU, Wenshuo |
Comparison Study on Model Selection of Small Radius Curved Bridge |
750-751 |
| LIU, Wenshuo |
Study on Small and Medium Continuous Beams in Beijing-Shanghai High-speed Railway |
166-167 |
| LLONGUERAS, Jaume |
Urban demolitions in Barcelona |
642-643 |
| LOW, Angus |
The alignment, the link between the bridge and the landscape |
858-859 |
| LOW, Angus |
The Design of Post-tensioned Concrete Box Girders to Eurocodes |
336-337 |
| LUKACEVIC, Ivan |
Reliability of exceptional structures |
288-289 |
| LUPOAE, Marin |
The behaviour Analysis of RC Frame Structure under Explosion Loading |
294-295 |
| Mah, Andrew D. |
Case Study: The Need to Improve Specifications to Ensure Quality Control in Galvanized Steel |
88-89 |
| MÄHR, Tobias |
Adoption of the response spectra method to calculate the dynamic response of railway-bridges |
636-637 |
| MAJOWIECKI, Massimo |
Design Assisted By Wind Tunnel Testing |
498-499 |
| MAJOWIECKI, Massimo |
The new Juventus Stadium in Turin |
522-523 |
| Majowiecki, Massimo |
Reduced stress method for Class 4 steel section |
340-341 |
| Majowiecki, Massimo |
Structural Optimization and Free form Design |
342-343 |
| MAKHOUL, Nisrine |
The Building Rehabilitation case: Protection against Seismic Risk |
240-241 |
| MALERBA, Pier Giorgio |
A new landmark arch bridge in Milan |
792-793 |
| MANFRONI, Odine |
Dynamic Condensation of Structural Systems |
848-849 |
| MANGANARO, Mario |
Ancient bridges, new landscapes |
666-667 |
| MANGERIG, Ingbert |
The Application of Concrete Dowels in large Structures |
330-331 |
| MANTEROLA ARMISéN, Javier |
A Modern Lattice Bridge over Ticino River in the Ticino Natural Park |
188-189 |
| MARGINSON, Andrew Paul |
Preliminary Design of a New Crossing of the River Mersey |
616-617 |
| Maria KIDO, Ewa |
Structural Art and Aesthetics of Architecture at Impressive Mega-Stations |
420-421 |
| MARINA, Ognen |
New urban bridge as a socially responsible public space |
898-899 |
| MARTIN, Marcos |
Second Bay of Cadiz Bridge. Quality Control and Monitoring |
660-661 |
| MATOS, Jose Campose |
Non linear probabilistic analysis of reinforced concrete structures |
122-123 |
| MATSUI, Masahiro |
Evaluation of time history of design wind speeds using typhoon model and empirical wind characteristics |
338-339 |
| MATSUMOTO, Masato |
Introduction of Non-Destructive Highway Inspection Methods using High Definition Video and Infrared Imaging Technology |
322-323 |
| MATSUMURA, Masahide |
Dynamic response of bridge system with knocking-off members |
344-345 |
| MAZZAROLO, Enrico |
Bond-slip modeling in long anchorage condition |
410-411 |
| MEDEOT, Renzo |
The European Standard on Anti-Seismic Devices |
466-467 |
| MEINHARDT, Christian |
Application of Tuned Mass Control Systems for Earthquake Protection |
506-507 |
| MENDEZ G., Carlos |
Parametric Evaluation of Seismic Damage on Curved Highway Viaducts under Near-fault Earthquakes |
370-371 |
| MEZZI, Marco |
Critical aspects in designing earthquake-resistant dual systems |
704-705 |
| MILAN, Andreina |
Tausendfüssler and Brückenfamilie in Düsseldorf, (1950-1976)
A technological and Symbolic Icon of the Post-War Reconstruction in Germany |
576-577 |
| MIRZABOZORG, Hasan |
Perimetral Joint Effects on Stress Distribution and Seismic Behaviour of Arch Dams |
364-365 |
| MÖLLER, Mikael |
Shear buckling resistance of non-uniform thickness bridge girder webs |
402-403 |
| MONTENS, Serge |
Tianxingzhou bridge: world record span for railway cable-stayed bridges |
254-255 |
| MORBIATO, Tommaso |
A lightweight suspension footbridge lights new urban perspectives: the Porta d’Europa in Padova |
866-867 |
| MORGENTHAL, Guido |
Aerodynamic Behaviour of Very Long Cable-Stayed Bridges during Construction |
292-293 |
| MUJUMDAR, Vilas |
Civil Infrastructure Systems as a Complex Interdependent System |
742-743 |
| NAKAJIMA, Akinori |
Shaking Table Test of Viaduct Model and its Numerical Analysis Focusing on Damping Modeling |
326-327 |
| NEY, Laurent |
Oosterweel link & Nijmegen City Bridge : Two examples of an integral approach to large-scale infrastructure projects in an urban context |
526-527 |
| NILSSON, Mattias |
The Instrumentation and monitoring of the Vårby Bridge |
300-301 |
| NOGUCHI, Hiroshi |
Analytical Study on Seismic Performance of Column with Secondary Wall |
882-883 |
| NORDENSON, Guy J. P. |
Soft Infrastructure in the Urban Estuary / Palisade Bay |
158-159 |
| OHNO, Masahito |
Structural Design of the Japan pavilion in Shanghai Expo |
846-847 |
| ONOUE, Kozo |
Change in Mechanical Properties of Early-Age Concrete under Repetitive Compressive Stress |
444-445 |
| OSAFUNE, Toshikazu |
Impact absorbing damper to suppress bridge vibration at joints |
316-317 |
| Ostenfeld, Klaus H. |
An Integrated Multidisciplinary Approach to Design of Major Fixed Links |
26-57 |
| OUTTIER, Amelie |
Design methods for buckling of steel tied arch bridges |
262-263 |
| PAULSSON, Björn |
Sustainable Bridges – Results from a European Integrated Research Project |
314-315 |
| PAYÁ-ZAFORTEZA, Ignacio |
On the Development of Structural Criticism through Case Studies |
192-193 |
| Pelke, Eberhard |
The Refurbishing of the Nibelungen Bridge Worms, Germany |
312-313 |
| PELLEGRINO, Carlo |
Arranging geometric configuration of cable-stayed bridges taking fatigue into account |
692-693 |
| PENG, Hui |
40-Year-old Bridge strengthened with Prestressed CFRP Laminates and Monitored by FBG Gauge |
602-603 |
| PENG, Jianxin |
Climate Change and Its Influences on Spatial Time-Dependent Reliability of Pretensioned Prestressed Concrete Bridge Girder Subject to Carbonation- induced Corrosion |
136-137 |
| PETURSSON, Hans |
Low-cycle fatigue strength of steel piles |
628-629 |
| PIPINATO, Alessio |
Innovative Methods for Railway Steel Bridge Remaining Life Estimation |
384-385 |
| PIRAS, Maria Valeria |
Vulnerabilty assessment of a concrete bridge through fuzzy logic analysis of visual inspection compared to chemical inspection. |
876-877 |
| PLACE, David |
A new railway for old in east London |
558-559 |
| POPA, Anca Gabriela |
Performance-based Analysis of Steel Structures with Semi-rigid Connections |
356-357 |
| POTHISIRI, Thanyawat |
Critical Temperatures for Splitting of FRP-reinforced Concrete with Thermal Expansion |
504-505 |
| QUAGLINI, Virginio |
Current limits of PTFE in sliding bearings |
774-775 |
| QUAGLINI, Virginio |
High performance materials for pendulum sliding bearings |
772-773 |
| RADIC, Jure |
Structural - Architectural Approach to Bridge Design |
416-417 |
| RAMASWAMY, Ananth |
Condition Assessment of a Steel Plate Girder Railway Bridge |
446-447 |
| RAMÔA CORREIA, Joao |
Structural Behaviour of Composite Sandwich Panels for Civil Engineering Applications |
762-763 |
| RAPATTONI, Frank |
Engineering and Architecture unite for Railway Bridge |
190-191 |
| RASCHE, Christina |
The load bearing capacity of fillet welded connections of high strength steels |
184-185 |
| RAUCH, Marion |
Dimensioning of Structures made of UHPFRC |
176-177 |
| REIS, Antonio |
Two large bridge projects in environmentally constrained areas |
532-533 |
| ROLVINK, Anke |
StructuralComponents – a Toolbox for Conceptual Structural Design |
768-769 |
| ROMO, José |
Cartagena Auditorium facades: a new structural and sustainable skin system |
806-807 |
| ROMO, José |
Riudellots High Speed Line Bridge |
808-809 |
| ROUSAKIS, Theodoros |
Fiber Reinforced Polymer Confinement of Bridge Columns Suffering from Premature Bars’ Buckling – Strength empirical model |
404-405 |
| RUAN, Xin |
Analysis of Highway Vehicle Load in China Based on WIM Data |
512-513 |
| RUSSO, Gaetano |
Retrofit with FRP elements and seismic performance assessment of the historic "Castagnara" Bridge in Padua, Italy |
554-555 |
| SACRISTÁN, Miguel |
Architectural engineering applied to the design of urban bridges
New Paradigm for the Use of Classic Typologies in Urban Areas |
672-673 |
| SAELI, Manfredi |
Nanocomposite, an innovative route to large structure and infrastructure protection. A case of study: CNT-doped polyurea. |
650-651 |
| SAITO, Shigehiko |
Numerical Approach to Structural Performance Assessment of Corroded Reinforced Concrete Structures |
104-105 |
| SAMPò, Luca |
Form and Structural Invention in the Work of Riccardo Morandi |
782-783 |
| SANTOS, Sergio H. C. |
The Brazilian Standard for Seismic Design: General Aspects and Seismological Basis |
94-95 |
| SARMIENTO, Marta |
Structural response of spatial arches with imposed curvature |
278-279 |
| SATO, Tomoaki |
Uplifting Slide Bearing (3) －Development of the Analytical Model－ |
746-747 |
| SCHLAICH, Jörg |
German railway bridges – new paths of conceptual design |
232-233 |
| SCHMID, Volker |
Metropol Parasol: A new Plaza and a unique Timber Mega Structure right in the heart of Seville |
196-197 |
| SCHNELLENBACH-HELD, Martina |
Physical Nonlinear Model Adaptation in Long-Term Structural Health Monitoring: Proposals of Experimental Studies on a Reinforced Concrete Beam |
740-741 |
| SCHOTTE, Ken |
Strain Gauge Measurements during the Assembly of the Diabolo Tunnel |
626-627 |
| SCHUILING, Edwin |
Increasing road capacity by emergency laws "Broadening of the roads" |
646-647 |
| SCHULZ, Mauro |
Design Procedure for Plane Elements with Skew Reinforcement |
280-281 |
| SEITZ, Peter |
Nuremberg Metro Line U3 Northwest Extension Stations and Tracks in Inner-City Areas
Stations and Tracks in Inner-City Areas |
260-261 |
| SHARMA, Sandeep |
New Urbanism - An Approach Towards Developing Indian Contemporary Cities |
798-799 |
| SHI, Xuefei |
Failure Analysis of a Long-Span Pre-Stressed Concrete Box Girder Bridge |
408-409 |
| SHIMA, Hiroshi |
Formulation for Load-Slip Relationships of Headed Stud Connector |
630-631 |
| SHRESTHA, Krishna Man |
Creep Analysis of Encased CFST Arch Bridges, A Case Study of Wanxian Yangtze River Bridge |
510-511 |
| SILMAN, Robert |
What Do We Mean by ‘Ethics’ in Engineering? |
234-235 |
| SKORPA, Lidvard |
A feasibility study: Crossing of the Sognefjord with a fixed connection |
760-761 |
| SOBRINO, Juan A. |
Trillizos Bridges (The Triplets) in La Paz, Bolivia |
430-431 |
| SPOTH, Thomas |
Autoroute A-25 Project – Main Bridge Innovations |
780-781 |
| SPULER, Thomas |
Expansion joint renewal with 'zero' impact on traffic - an optimal solution for urban bridges |
820-821 |
| SPULER, Thomas |
Expansion joints for urban bridges – quiet, reliable and low-maintenance |
832-833 |
| SPULER, Thomas |
Structural health monitoring – saving disruptive works on urban bridges |
482-483 |
| STAEL, Dries |
The influence of diaphragm stiffening on welded tubular nodes in arch bridges |
112-113 |
| STIPANIC, Bratislav |
Design Proposal of New Roadway Bridge across the Danube in Novi Sad |
682-683 |
| STIPANIC, Bratislav |
New Bridge across Sava River in the Scope of Belgrade Inner Semi-Ring Road |
518-519 |
| SUGIOKA, Koichi |
Seismic Retrofit Design for a Network Arch Bridge with Energy Absorbing Devices |
324-325 |
| SUN, Jianyuan |
Conceptual Design of Double-Deck Traffic for City Bridge |
844-845 |
| TABRIZI, Mohamad Hossein Maleki |
The properties of arches under loading especially for historical buildings |
572-573 |
| TABSH, Sami |
Structural Safety of Reinforced Concrete Structures Designed Following the ACI 318 Code |
256-257 |
| TAKAMURA, Yoshiyuki |
New Low-Rigidity Design for Widening of Elevated Bridges |
766-767 |
| TAKIMOTO, Kazushi |
Evaluation of Seismic Capacity related to Damage Degree for Repaired Reinforced Concrete Members |
600-601 |
| TASSEW, Samson |
Textile Reinforced Ceramic Composites for Structural Infill Slab Applications |
268-269 |
| TERAI, Masakazu |
Consideration of Scale Effect in Concrete Members |
248-249 |
| THOMSEN, Kjeld |
Odin's Bridge |
524-525 |
| TOGNOLI, Joe |
A Curved Self Anchored Suspension Bridge |
860-861 |
| Toma, Shouji |
Comparisons of Composite Girder Bridge Designs in the World by Benchmark |
78-79 |
| TOZSER, Oliver |
Using Acoustic Monitoring to Extend the Life of Post-Tensioned Cable Supported Bridges |
138-139 |
| TROMBETTI, Tomaso |
A case study of a building in L’Aquila, Italy for evaluating the effects of masonry infills on the seismic behavior of r.c. frame structures |
508-509 |
| TROMBETTI, Tomaso |
Identification Of Uniform Hazard Time Histories for Seismic Design |
888-889 |
| Trombetti, Tomaso |
Stiffness-Strength-Ductility Design Approach: an application to a five-storey steel building structure |
850-851 |
| UBERTINI, Filippo |
Identification of Wind-Excited Suspension Bridges for SHM: a Feasibility Study |
290-291 |
| UNO, Hiroshige |
Uplifting Slide Bearing (2) – Verification Tests of Seismic Response – |
744-745 |
| VáKáR, L. I. (László) |
The Sustainable Highway for Environmentally Constrained Urbanized Areas |
566-567 |
| VAN BOGAERT, Philippe |
Design and Construction of a double-curved railway overpass and 3-track tubular arch |
564-565 |
| VAN BOGAERT, Philippe |
Tied Arch Bridges with Optimized Arrangement of a Limited Number of Hangers |
150-151 |
| VARAS, Jesus Mediavilla |
Blast Resistance Behaviour of Steel Frame Structures |
226-227 |
| VERGOOSSEN, Rob |
Influence of detailing on shear in existing concrete viaducts |
320-321 |
| VERGOOSSEN, Rob |
Strengthening large concrete box-girder bridge on shear |
318-319 |
| VESTRONI, Fabrizio |
Dynamical Tests and Analysis |
490-491 |
| VON BORSTEL, Thomas |
Adaptable High-Rise Buildings |
170-171 |
| VORWAGNER, Alois |
Improvement of Serviceability by Strengthening with Prestressed NSM |
387-388 |
| WANG, Dalei |
Influence of wind barrier on wind-resistant performance on some cable-stayed bridges in China through wind tunnel tests |
502-503 |
| WANG, Lei |
Experimental study on effect of corrosion-induced cracking on bond property between deformed steel bar and concrete |
592-593 |
| WATANABE, Ken |
Shear Resistant Mechanism of Reinforced Concrete Beams for Seismic Design of Railway Structures |
612-613 |
| WATSON, Ronald J. |
Applications Of Disk Bearings On Large Structures |
828-829 |
| WELLER, Bernhard |
Glass roof with load bearing glazing |
458-459 |
| WELLER, Bernhard |
Transparent Façade Solutions with Bonded Glass-Steel Beams |
632-633 |
| WENDNER, Roman |
Monitoring Based Evaluation of Design Criteria for Concrete Frame Bridges |
332-333 |
| WENZEL, Helmut |
Combination of Multiple Non-Linearities in Structural Modelling, Simulation and Assessment Work |
310-311 |
| WENZEL, Helmut |
Quantification of remaining Lifetime of post-tensioned Concrete Bridges |
598-599 |
| WIUM, Jan A. |
An Evaluation of the Prediction of Flat Slab Deflections |
276-277 |
| WU, Wen-Qing |
Investigation on Construction Quality Indices for Concrete Box Girders |
606-607 |
| XIANG, Hong |
Exploration of large-span steel box-concrete composite continuous rigid frame bridges |
712-713 |
| XIAO, Guang-Hong |
Environment Effects of Urban Construction and the Prevention Measures |
764-765 |
| XIAO, Ru-Cheng |
Research on the Structural System of Super 1000m Cable-Stayed Bridges |
264-265 |
| XIAO, Xiangnan |
Case study of a simply-supported channel-box girder under special live load |
614-615 |
| XU, Dong |
Modelling of a major Composite Cable-stayed Bridge |
250-251 |
| Xu, Lei |
Floor Vibration Performance of Lightweight Cold-Formed Steel Framing |
90-91 |
| XU, Yong |
Design and Construction of Arch Bridge with Variable Steel-Concrete Composite Section Based on Vertical Erection-Rotation Method |
714-715 |
| XUE, Junqing |
Experimental research on debonding in concrete-filled steel tubes columns subjected to eccentric loading |
132-133 |
| Yan, Bin |
A Comparative Study on Viaduct Structure around New High-speed Railway Stations |
102-103 |
| YAN, Dong |
Probability-based Vulnerability Assessment of Cable-stayed Bridges |
124-125 |
| YOSHIMURA, Toshihiro |
Aerodynamic Stability of Large Suspension Bridge using Cable Frames |
148-149 |
| ZANAICA, Luca |
"Angel’s Hospital" Railway Station In Mestre Venice: Fire Analysis |
546-547 |
| ZANAICA, Luca |
New Old-Fashioned-Style Lattice Footbridge and Retrofitting of a Masonry Arch Bridge in the Ticino Natural Park |
538-539 |
| ZANDONINI, Riccardo |
Network-level seismic risk management of regional road infrastructure |
296-297 |
| Zanuy, Carlos |
Serviceability of reinforced concrete beams under high-cycle fatigue loading |
100-101 |
| ZEHETMAIER, Gerhard |
Durable and robust concrete bridges for the PPP-project E18 in Norway |
770-771 |
| ZEZZA, Fulvio |
The heritage Bridges of the Gardesana Occidentale Lake Garda, Italy |
870-871 |
| ZHANG, Jianren |
Experimental Testing of Stirrup Corroded RC Beam with Oblique Steel Reinforcement |
140-141 |
| ZHANG, Jie |
Research of Risk Assessment Technology for Long-span Bridge |
130-131 |
| ZHANG, Kebo |
Experimental Investigation on Effect of Corrosion on Reinforcement Strength |
596-597 |
| ZHANG, Qiu-Ling |
Research on the Collision Force between Ships and the Piers of Fengjie Yangtze River Bridge |
368-369 |
| ZHANG, Yingying |
Construction process analysis of Lianyungang gymnasium suspen dome |
480-481 |
| ZHONG, Wei-Qiu |
Compression Performance of Non-dispersible Concrete Columns |
468-469 |
| ZHOU, Zhimin |
The Parametric Research of Prestressed Concrete Continuous Girder Bridge for High-speed Railway |
456-457 |
| ZHOU, Zhixiang |
Exploration of Structural Performance of Stiffened Steel-Concrete Composite Beams with Perforated Stiffening Rib Plates |
708-709 |
| ZHOU, Zhixiang |
Exploration of super-large-span prestressed steel truss-concrete composite continuous rigid frame bridges |
710-711 |
| ZMIGRODZKI, Stefan |
Montreal – Aquatic Complex for 2005 FINA World Championships |
574-575 |
