| ABRAMSKI, Marcin |
Bearing Behaviour of Biaxial Hollow Core Slabs |
544 |
| ADEY, Bryan T. |
Methodology to Determine Financial Needs of River Structures |
378 |
| AKGUL, Ferhat |
Development of a Bridge Inspection and Management Project |
648 |
| ALBERT, Andrej |
Computer Supported Design of Industrial Buildings Made of Precast Concrete |
542 |
| ALEXANDER, Stuart |
Towards Wider Use of the Accidental Load Case |
838 |
| ANABUKI, Takuya |
Failure Prediction of Full Scale Bridge Pier on 3D Shaking Table Test |
214 |
| ANANIA, Laura |
Shear Test on Full Scale Auxiliary Pier Columns Used in the Viaduct Construction Process |
754 |
| ANDERSON, John |
Measuring Sustainability: Tools for Transitioning to an Ecological Age |
238 |
| ARAKI, Hideo |
Bond Strength of Plain Round Bars Repaired by Epoxy Resin Injection |
658 |
| ARENAS, Juan José |
Third Millennium Bridge over the Ebro River. Zaragoza. Spain |
424-425 |
| ARGIOLAS, Carlo |
Subcontract and Distribution of Process Responsibilities |
896 |
| ARICI, Marcello |
BEF Analogy for Concrete Box Girder Analysis of Bridges |
118 |
| ARMENI, Giulia |
Geodetic Domes for Great-Span Structures: Mandela Forum Project Proposal in Florence |
676 |
| ASAKAWA, Kuniaki |
Overhead Railway Project with Environmentally-Friendly Concepts |
618 |
| ASAKAWA, Takeshi |
Long Span Wooden Structural Beams Assembled with Four Meter long Timbers using Japanese Traditional Connections |
206 |
| BALDASSINI, Niccolo |
20 Years of Development of Large Transparent Free-Form Envelopes |
528 |
| BARBISAN, Umberto |
Brief Considerations on the Accademia Bridge in Venice |
810 |
| 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 |
| BENCARDINO, Francesco |
Assessment of In-Place Concrete Strength According to the Major Standards |
722 |
| BENCARDINO, Francesco |
Structural Performance of RC Beams Strengthened by SRG and FRCM System |
488 |
| BERGAMI, Alessandro V. |
A Design Procedure for the Seismic Protection of Infilled Frames by Dissipative Braces |
272 |
| BERGER, Johannes |
New Approach for Bridges with Very High Durability |
258 |
| BIANCHI, Ennio |
Risk Management of Environmentally Constrained Infrastructures |
210 |
| BILOTTA, Antonio |
Bond Behavior at the Interface in Concrete Elements Strengthened with NSM Bars and Strips |
348 |
| BITTERMANN, Thomas |
Lateral Arch Vibrations of a Steel Bowstring Bridge due to Traffic Loads |
154 |
| BOB, Corneliu |
Assessment and Strengthening of a Composite Structure |
816 |
| BOEDEFELD, Joerg |
Crack Mechanism in Thick Concrete Structures During Hydration |
110 |
| BONENBERG, Agata |
Bridges in the Townscape - Poetics of the Image |
894 |
| BORRI, Claudio |
A Comparison Amongst Different Shape Control Methods for Shell Optimization |
800 |
| 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 |
| BOSCO, Crescentino |
Pull-Out Experimental Testing on Ribbed Bars Produced in Coils |
842 |
| BOSMA, Carlos F. |
Bridge Management by Modelling, Monitoring and Experimental Research |
492 |
| BRAGADIN, Gianni Luigi |
Stormwater Tanks Option in Remediation of Candiano Head Channel Area at Ravenna: Functions, Design, Environmental Impact |
790 |
| BRAML, Thomas |
Use of Monitoring Data for a Probabilistic Analysis of Structures |
126 |
| BRAUN, Christian |
Static and Dynamic Friction in Curved Surface Sliders |
400 |
| BRESTIN, John P. |
Huey P. Long - Span by Span Erection of Widening Trusses |
686 |
| BRISEGHELLA, Bruno |
Optimized Design for Soil-Pile Interaction and Abutment Size of Integral Abutment Bridges |
392 |
| BRISEGHELLA, Bruno |
Tensegrity Bridge with Prestressed Deck |
432 |
| BUEELER, Christoph |
Indirectly Supported Bridges - Large-Scale Experiment |
406 |
| BURDET, Olivier L. |
Thermal Effects in the Long-Term Monitoring of Bridges |
494 |
| BURKE, Rowland |
3.2km Precast Segmental Constructed Viaduct - Viaduct V5c, Gautrain Rapid Rail Link |
562 |
| CANETTA, Giovanni |
Evaluation of the Effects of Transit of Subway Trains on Noise and Vibration Levels in the Surrounding Buildings |
748 |
| CAOBIANCO, Francesco |
The New Cable Stayed Bridge in Bari, Italy |
548 |
| 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 |
| 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 |
| CARTER, Matt |
Ship Impact Studies for the Forth Replacement Crossing |
218 |
| CASAGRANDE, Alberto |
Fastening Systems Applications in Rehabilitation of Historical Buildings & Structures |
726 |
| 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 |
| CHEN, Airong |
The Research of Numerical Simulation of Concrete Durability |
442 |
| CHEN, Kang-Ming |
Mechanical Behaviors Analysis on a Arch Rib Segment of Yongjiang Bridge in the Eastern-Outer-Ring of Ningbo City |
172 |
| CHENG, Jin |
System Reliability Evaluation of Long-Span Cable-Stayed Bridges |
302 |
| CHIN, Won Jong |
A Study on Integrated Geometry Management and Wireless Control System for the Construction of Concrete Pylon of Cable Stayed Bridges |
662 |
| CHIRA, Nicolae |
Rehabilitation of an Industrial Building in Three Different Solutions |
702 |
| CHIRGWIN, Gordon |
Feasibility of Sacrificial Cathodic Protection as an Effective Corrosion-Control Measure for the Protection of Reinforced Concrete Bridges |
644 |
| CHOI, Dong-Ho |
Evaluation of Critical Loads of Steel Frames using Iterative Buckling Analysis |
204 |
| CHOI, Dong-Ho |
A Parametric Study on the Ultimate Behaviors of Multi-Span Suspension Bridges |
282 |
| CHUNG, Young Soo |
Capacity Spectrum Analysis for the Seismic Performance of RC Bridge Piers in Terms of Ductility Parameters |
752 |
| COMAND, Dario |
Offshore Floating Platform for Renewable Wind Energy |
394-395 |
| COMISU, Cristian-Claudiu |
Structural Identification of Bridges: Monitoring, Maintenance and Repair |
386 |
| CONNAL, John |
Second Gateway Bridge, Brisbane, Australia |
706 |
| CONZETT, Jürg |
Traversina Footbridge - A Wooden Stairway Crossing a Gorge |
414 |
| CORNEY, John |
Active Aerofoil Stabilisation of Long Span Bridge Decks |
464 |
| COSYN, Peter |
Design of the Ax/A11-Motorway: Balancing the Interests of Ecologically Important Areas, Local Citizens and the Port of Zeebrugge |
582 |
| CREMER, Jean-Marie |
Antwerp - Oosterweelverbinding The "Lange Wapper" Bridge |
678 |
| CROCE, Pietro |
Improvement of Damage Equivalence λ-Factors for Railway Steel Bridges |
334 |
| CROCE, Pietro |
Reliability Differentiation in ULS Checks According to EN1990 |
366 |
| CROTTI, Gianluca |
An Application of Bragg grating Array to Measure Real-Time Scour Depth at River Bridges |
354 |
| CUNHA, Álvaro |
Recent Advances in Dynamic Testing and Continuous Dynamic Monitoring of Large Bridges |
450 |
| CURRAN, Peter |
Media City Footbridge, Salford Quays |
160 |
| CURY, Alexandre |
Long Term Dynamic Monitoring of a PSC Box Girder Bridge |
484 |
| DAI, Gonglian |
The Recent Improvement of High-Speed Railway Bridges in China |
168 |
| DALL'AGLIO, Fabio |
Fondovalle Dolo Road: Viaduct on the Landslide of Boschi di Valoria |
220 |
| DAN, Daniel |
Structural Analysis, Rehabilitation and Further Development of Health Monitoring Program Concerning Two Reinforced Concrete Chimneys |
656 |
| DAN, Sorin |
Impact of New Design Codes on Assessment and Redesign of Reinforced Concrete Existing Structures in Seismic Regions |
452 |
| DANIEL, Ryszard A. |
Comparison of a Single and Double Main Span Suspension Bridge for the Western Scheldt Crossing |
146 |
| DE BACKER, Hans |
Long-Term Monitoring of Temperatures in Steel Box Girders |
270 |
| 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 |
| DE LUCCHI, Michele |
The Bridge of Peace: A Monument to Tbilisi's Different Identities |
200 |
| DE MIRANDA, Mario |
Bridges in Venice - Architectural and Structural Engineering Aspects |
812 |
| DE MIRANDA, Mario |
New Developments in Brazilian Cable Stayed Bridges |
516 |
| 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 |
| DESAI, Neeraj |
Innovatively Engineered and Architectural Infrastructure Development in a Dense Urban Corridor |
796 |
| DESCHENES, Dean |
Structural Assessment of ASR/DEF-Affected Bridge Bent Caps |
478 |
| DETTE, Grischa |
Maintenance of Important Infrastructures - Objectives and Strategies |
376 |
| 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 |
| DI SIVO, Michele |
Non-Destructive Technologies for the Maintenance of Underground Utilities |
824 |
| Diana, Giorgio |
The Messina Strait Bridge: Major Problems Affecting the Design |
2 |
| DICLELI, Murat |
Effect of Modelling Simplifications on Nonlinear Seismic Analysis of Integral Bridges Including Dynamic Soil-Structure Interaction |
590 |
| DICLELI, Murat |
Performance Based Seismic Retrofitting of Reinforced Concrete Buildings Using Steel Braces and a Link |
128 |
| 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 |
| DöHLER, Michael |
Modular Subspace-Based System Identification and Damage Detection on Large Structures |
736 |
| DOMANESCHI, Marco |
Seismic Mitigation of the ASCE Cable-Stayed Bridge |
298 |
| DOMANESCHI, Marco |
A Strategy for Modelling External User Element in ANSYS: the Bouc-Wen and the Skyhook Case |
608 |
| DOMANESCHI, Marco |
When The Going Gets Tough The Tough Gets Going: Skyhook Structural Control of Suspended Bridge under Strong Wind Excitation |
732 |
| 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 - Multi-Functional Hall - Cluj-Napoca, Romania - Case Study |
346 |
| DUCOMMUN, Yves |
Thermal Control Through a Unique Coloured Solar Curtain Wall Solution |
680 |
| Duguid, Brian |
Nottingham Station Bridge, UK |
80 |
| EDLUND, Bo L. O. |
Risk, Structural Engineering and Society |
134 |
| EGGER, Philipp |
Damping System for Existing and New Structures |
362 |
| ESCAMILLA, Manuel |
New Removable Bridge over the Bay of Cadiz |
694 |
| ESCAMILLA, Manuel |
Second Bay of Cadiz Bridge - Latest Construction Challenges |
472 |
| FACCHINI, Luca |
Optimisation of the Acquisition Points in Wind Tunnel Pressure Measurements |
874 |
| FAN, Liang |
Experimental Study on the Behavior of Steel-Concrete Composite Arch Ribs to Combined Bending and Compression |
884 |
| Fargier G., Luis B. |
A Proposed Live Load Model for Bridge Design in Venezuela |
474 |
| FEDERICO, Francesco |
Mechanical Effects of Floods on River Bridge Pier Foundations |
878 |
| FENG, Dianshi |
Actual Stiffness Identification of Constructed Bridges |
652 |
| FERRARI, Rosalba |
Structural Modelling of the Piers of the Paderno d'Adda Bridge (1889, Italy) |
778 |
| FINK, Josef |
Extremely Slender Steel and Composite Deck Slab for Railway Bridges |
178 |
| FISCHER, Oliver |
The Real Price - Holistic Cost-Efficiency Considerations in Design and Construction of Infrastructure Projects |
236 |
| FLANAGAN, John W. |
The Realisation of the Samuel Beckett Bridge - Dublin, Ireland |
106 |
| FORABOSCHI, Paolo |
Composite Beam: Non-Linear Analytical Exact Fully-Developed Model |
180 |
| FUCHS, Maximilian M. |
Profiled Steel Pipes - Innovative Reinforcement for Floor Slabs with Concrete Core Activation |
570 |
| FURTNER, Peter |
Approach for the Life-Cycle Management of Structures Including Durability Analysis, Shm and Maintenance Planning |
436 |
| GEIER, Roman |
Development of Integral Bridge Design in Austria |
552-553 |
| GEIER, Roman |
Monitoring of the Vienna Erdberger Bridge |
389 |
| GENTILE, Carmelo |
Construction Phases and Reception Tests of the New Cable-Stayed Bridge over the Adda River (Northern Italy) |
728 |
| GENTILE, Carmelo |
Dynamic Measurement on Stay-Cables Using Microwave Interferometry |
440 |
| GHARIGHORAN, Alireza |
Steel Bridge SHM in Isfahan: Bridge Over Zayandehrod River |
822 |
| GHAZNAVI, Amin |
The Effects of Reduced Beam Section Connections on Seismic Displacement Demands in Steel Moment Frames |
556 |
| GHAZNAVI, Amin |
Study of New Method for Retrofitting Pre-Northridge Connections by Reducing Beam Section |
108 |
| GIANOLI, Andreas |
Spatial Concrete Plate Structures |
580 |
| GKOLOGIANNIS, Christos |
Structural Design of the New Football Stadium of Panathinaikos F.C. in Votanikos, Greece |
182 |
| GOMEZ, Roberto |
Analysis of a Cable-Stayed Bridge: The Case of "The Baluarte Bridge" |
116 |
| GÖPPERT, Knut |
The New Airport "Berlin-Brandenburg-International" |
144 |
| GOULET, James-A. |
CMS4SI Structural Identification Approach for Interpreting Measurements |
224 |
| GRIMALDI, Antonio |
Design Optimization of Road Continuous Girder Bridges |
830 |
| GUALTERO, Ivan |
Prioritization Strategy for Replacing Florida's Deck Panel Bridges |
438 |
| HARVEY, Bill |
The Confidence to Build
Understanding and Analysis in the Re-Use of Structures |
470 |
| 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 |
| HE, Jun |
Construction Process Simulation of Moveable Hybrid GFRP/ Concrete Bridge Deck |
152 |
| HE, Jun |
Cyclic Behaviour of Prefabricated High-Strength Concrete Composite Beam-to-Column Joints |
586 |
| HE, Xuhui |
Case Study of Bus Rapid Transit Bridges in Xiamen, China |
794 |
| HEGGER, Josef |
A Slender Pedestrian Bridge Made of Textile Reinforced Concrete |
156 |
| HEPKEMA, Luuk |
Two "Deck-On-Piles" Bridges in Lagos (Nigeria) |
758 |
| HIKONE, Shigeru |
Sustainable and Quake-Resistant Façade for Existing Buildings |
426 |
| HONDA, Hideyuki |
Structural Performance of Large Timber King Post Truss Highway Bridge |
246 |
| HONG, Namhee K. |
Toward 21st Century Bridge Design Through Collaborative Design Process |
530 |
| HOSNY, Abdel-Hady |
Applications of FRP Projects in Egypt |
584 |
| HU, Guanyu |
Experimental and Computational Studies on Steel Beam End Framing Connections in Fire |
216 |
| HU, Ke |
Design and Optimization of a Long Span Concrete Filled Steel Tubular Arch Bridge |
854 |
| HU, Zhi-Jian |
Aesthetic Design for the Shi-Cong Viaduct |
578 |
| HUO, Bing Yu |
Experimental and Analytical Study of Push-Out Shear Tests in Ultra Shallow Floor Beams |
174 |
| IGARASHI, Akira |
Uplifting Slide Bearing (1) - Characterization of Dynamic Properties |
352 |
| INFANTI, Samuele |
The Behavior of Rion - Antirion Bridge Seismic Protection System During the Earthquake of "Achaia-Ilia" on June 8, 2008 |
306 |
| ISSA, Camille A. |
Utilization of Recycled Rubber in Concrete Mix Design |
696 |
| JACINTO, Luciano |
Bayesian Probabilistic Assessment of In-Situ Concrete Strength |
228 |
| JAKOBSEN, Svein Erik |
New Fredrikstad Bascule Bridge, Norway |
804 |
| JANJIC, Dorian |
Closing the Gap Between Bridge Analysis and Detailing |
862 |
| JANJIC, Dorian |
Gwangyang Bridge - Numerical Simulation of Construction Sequence |
834 |
| JANJIC, Dorian |
Modern Approach in Concrete Segmental Design |
836 |
| JANSSENS, Victoria |
The Importance of Dynamic Effects in Progressive Collapse |
604 |
| JARAS, Arūnas |
The Dynamic Investigation of the Cultural Heritage Buildings in Vilnius City |
868 |
| 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 |
| JIMENEZ, Javier |
Cerradura Stress-Ribbon Footbridge. Iznajar (Spain) |
674 |
| JIMENEZ, Javier |
Studies for Controlling Human-Induced Vibration of Two Nielsen-Truss Footbridges in Malaga (Spain) |
738 |
| JORAY, Dominic |
Reconstruction of the New Station Square in Berne, Switzerland |
724 |
| JOSAT, Ole |
PREON - The Flexible Standard in Hall Construction |
688 |
| JUNG, Jaeho |
Practical Design of Continuous Two Main-span Suspension Bridge in Korea |
284 |
| KAITO, Kiyoyuki |
Statistical Deterioration Prediction Model for Individual Infrastructure Considering its Heterogeneity |
720 |
| KANG, Jae Yoon |
Behaviour of Tendon Anchorage Zone for Ultra-High Performance Concrete Members |
634 |
| KAPOOR, Rakesh |
Planning and Design of Elevated Road for Aizawl City |
698 |
| KARAKAS, Alexander |
Knowledge-Based Expert System for Strengthening Measures of Road Bridges |
380 |
| KARAKI, Ghada |
Influence of Bridge Vehicle Interaction on the Bridge's Subsystems Considering Road Roughness |
880 |
| KARDON, Joshua B. |
Forensic Engineering Ethics and Failures of Infrastructure Facilities |
242 |
| KASAEE, Adel |
Evaluation of Increasing Coefficient of Fundamental Period of Buildings |
624 |
| KATO, Yoshihisa |
Uplifting Slide Bearing(4) - Application for a 3-Span Steel Girder |
358 |
| KAUNDINYA, Ingo |
Integrated Rescue Galleries - an Alternative Safety Concept for Road Tunnels |
594 |
| KAWABATA, Yuichiro |
New Design Proposal for Simplified Maintenance of Open-Type Wharf |
718 |
| KEROKOSKI, Olli |
Integral Bridge Abutment - Approach Embankment Interaction |
462 |
| KHODAVERDIAN, Alireza |
The Actions of Axial Loads on Masonries - Ultrasonic Verifications and Statistical Analysis of Obtained Data |
886 |
| KIM, Hando |
Developing 5D System Connecting Cost, Schedule and 3D Model |
382 |
| KIM, Ho-Kyung |
Un balanced Application of Wind Stabilizing Cables for the Free Cantilevered Construction of a Cable-Stayed Bridge |
776 |
| KIM, Young-Min |
TMD Method of Construction for the Cable Stayed Bridge in the Environmentally Constrained Areas |
222 |
| 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 |
| KNIGHT, Martin |
Exploring Issues of Aesthetics in a Railway Environment: The Infrastructure of Stratford City, London |
162 |
| KNOBLOCH, Markus |
In Situ Tests on Steel Deck Concrete Composite Slabs at Zurich Airport |
360 |
| 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 |
| KUMAR, Pardeep |
Performance Assessment and Maintenance of Masonry Arch Bridges |
818 |
| KUNITSU, Hiroaki |
Seismic Retrofit of Tokyo Tower |
194 |
| KUNZ, Jakob |
Safety against Tunnel Fire for Post-Installed Reinforcement |
304 |
| KUSS, Stefan |
Development and Application of Liquid-V-Dampers |
638 |
| KUSUMA, Amelia |
Comparative Assessment of Enhanced Multi-Mode Pushover Analysis Methods for Performance Based Design |
840 |
| Kwon, Young Bong |
Compression Tests of Longitudinally Stiffened Plates Undergoing Distortional Buckling |
92 |
| LAGO, Alberto |
Structural and Architectural Design of Complex-Shaped Structures in Seismic Regions: Early Stages from a Practical Perspective |
788 |
| LAMBERTI, Renato |
Visual Impact Assessment for Infrastructure Design |
668 |
| LARSSON, Oskar |
Estimation of Extreme Climatic Thermal Actions in Concrete Structures |
252 |
| LAVORATO, Davide |
Experimental Investigation of the Seismic Response of Repaired R.C. Bridges by Means of Pseudodynamic Tests |
448 |
| LEE, Jaeho |
Long-Term Prediction of Bridge Element Performance Using Time Delay Neural Networks (TDNNs) |
374 |
| 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 |
| LEMBO, Filiberto |
Eco-Sustainable Reuse of "Costantinopoli" Quarry in Sala Consilina |
428 |
| LI, Chuanxi |
Decision Method on Reasonable Design State of Self-Anchored Suspension Bridge with Spatial Cables |
114 |
| LI, Edward |
Maximizing Waters of the Niagara River for Power Generation: Challenges Constructing the Niagara Tunnel Intake Approach |
690 |
| LI, Jianbao |
Test and Analysis of the Precast Composite RC Shear Wall |
460 |
| LI, Lingying |
The Research on Live Load Model for High-Speed Passenger Railway Bridge |
622 |
| LIANG, Zhu |
Test of Wind Parameters and Cable Vibration of Shenzhen Bay Bridge |
212 |
| LINSE, Diethelm |
100 Years Intze Gravity Dams - Even Today Indispensable Infrastructure Facilities |
654 |
| LIU, Chao |
Shear Strength Investigation of Concrete Girders with Proposed Horizontal Shear Reinforcements in Webs |
560 |
| LIU, Wenshuo |
Comparison Study on Model Selection of Small-Radius Curved Bridge |
750 |
| LIU, Wenshuo |
Study on Small and Medium Continuous Beams in Beijing-Shanghai High-speed Railway |
166 |
| LLONGUERAS, Jaume |
Urban Demolitions in Barcelona |
642 |
| LOW, Angus |
The Alignment, the Link between the Bridge and the Landscape |
858 |
| LOW, Angus |
The Design of Post-Tensioned Concrete Box Girders to Eurocodes |
336 |
| LUKACEVIC, Ivan |
Reliability of Exceptional Structures |
288 |
| LUPOAE, Marin |
The Behaviour Analysis of RC Frame Structure under Explosion Loading |
294 |
| 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 |
| MAJOWIECKI, Massimo |
Design Assisted By Wind Tunnel Testing |
498 |
| MAJOWIECKI, Massimo |
The New Juventus Stadium in Turin |
522 |
| Majowiecki, Massimo |
Reduced Stress Method for Class 4 Steel Section |
340 |
| Majowiecki, Massimo |
Structural Optimization and Free form Design |
342 |
| MAKHOUL, Nisrine |
The Building Rehabilitation Case: Protection Against Seismic Risk |
240 |
| MALERBA, Pier Giorgio |
A New Landmark Arch Bridge in Milan |
792 |
| MANFRONI, Odine |
Dynamic Condensation of Structural Systems |
848 |
| MANGANARO, Mario |
Ancient Bridges, New Landscapes |
666 |
| MANGERIG, Ingbert |
The Application of Concrete Dowels in Large Structures |
330 |
| MANTEROLA ARMISéN, Javier |
A Modern Lattice Bridge over Ticino River in the Ticino Natural Park |
188 |
| MARGINSON, Andrew Paul |
Preliminary Design of a New Crossing of the River Mersey |
616 |
| Maria KIDO, Ewa |
Structural Art and Aesthetics of Architecture at Impressive Mega-Stations |
420 |
| MARINA, Ognen |
New Urban Bridge as a Socially Responsible Public Space |
898 |
| MARTIN, Marcos |
Second Bay of Cadiz Bridge. Quality Control and Monitoring |
660 |
| MATOS, Jose Campose |
Non Linear Probabilistic Analysis of Reinforced Concrete Structures |
122 |
| MATSUI, Masahiro |
Evaluation of Time History of Design Wind Speeds using Typhoon Model and Empirical Wind Characteristics |
338 |
| MATSUMOTO, Masato |
Introduction of Non-Destructive Highway Inspection Methods using High Definition Video and Infrared Imaging Technology |
322 |
| MATSUMURA, Masahide |
Dynamic Response of Bridge System with Knocking-Off Members |
344 |
| MAZZAROLO, Enrico |
Bond-Slip Modeling in Long Anchorage Condition |
410 |
| MEDEOT, Renzo |
The European Standard on Anti-seismic Devices |
466 |
| 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 |
| MEZZI, Marco |
Critical Aspects in Designing Earthquake-Resistant Dual Systems |
704 |
| MILAN, Andreina |
Tausendfüssler and Brückenfamilie in Düsseldorf, (1950-1976). A technological and Symbolic Icon of the Post-War Reconstruction in Germany. |
576 |
| MIRZABOZORG, Hasan |
Perimetral Joint Effects on Stress Distribution and Seismic Behaviour of Arch Dams |
364 |
| MÖLLER, Mikael |
Shear Buckling Resistance of Non-Uniform Thickness Bridge Girder Webs |
402 |
| MONTENS, Serge |
Tianxingzhou Bridge: World Record Span for Railway Cable-Stayed Bridges |
254 |
| MORBIATO, Tommaso |
A Lightweight Suspension Footbridge Lights New Urban Perspectives: The Porta d'Europa in Padova |
866 |
| MORGENTHAL, Guido |
Aerodynamic Behaviour of Very Long Cable-Stayed Bridges during Construction |
292 |
| MUJUMDAR, Vilas |
Civil Infrastructure Systems as a Complex Interdependent System |
742 |
| NAKAJIMA, Akinori |
Shaking Table Test of Viaduct Model and its Numerical Analysis Focusing on Damping Modeling |
326 |
| 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 |
| NOGUCHI, Hiroshi |
Analytical Study on Seismic Performance of Column with Secondary Wall |
882 |
| NORDENSON, Guy J. P. |
Soft Infrastructure in the Urban Estuary / Palisade Bay |
158 |
| OHNO, Masahito |
Structural Design of the Japan Pavilion in Shanghai Expo |
846 |
| ONOUE, Kozo |
Change in Mechanical Properties of Early-Age Concrete under Repetitive Compressive Stress |
444 |
| OSAFUNE, Toshikazu |
Impact Absorbing Damper to Suppress Bridge Vibration at Joints |
316 |
| Ostenfeld, Klaus H. |
An Integrated Multidisciplinary Approach to Design of Major Fixed Links |
26 |
| OUTTIER, Amelie |
Design Methods for Buckling of Steel Tied Arch Bridges |
262 |
| PAULSSON, Björn |
Sustainable Bridges - Results from a European Integrated Research Project |
314 |
| PAYÁ-ZAFORTEZA, Ignacio |
On the Development of Structural Criticism through Case Studies |
192 |
| Pelke, Eberhard |
The Refurbishing of the Nibelungen Bridge Worms, Germany |
312 |
| PELLEGRINO, Carlo |
Arranging Geometric Configuration of Cable-Stayed Bridges Taking Fatigue into Account |
692 |
| PENG, Hui |
40-Year-Old Bridge Strengthened with Prestressed CFRP Laminates and Monitored by FBG Gauge |
602 |
| PENG, Jianxin |
Climate Change and Its Influences on Spatial Time-Dependent Reliability of Pretensioned Prestressed Concrete Bridge Girder Subject to Carbonation-Induced Corrosion |
136 |
| PETURSSON, Hans |
Low-Cycle Fatigue Strength of Steel Piles |
628 |
| PIPINATO, Alessio |
Innovative Methods for Railway Steel Bridge Remaining Life Estimation |
384 |
| PIRAS, Maria Valeria |
Vulnerabilty Assessment of a Concrete Bridge Through Fuzzy Logic Analysis of Visual Inspection Compared to Chemical Inspection |
876 |
| 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 |
| POTHISIRI, Thanyawat |
Critical Temperatures for Splitting of FRP-Reinforced Concrete with Thermal Expansion |
504 |
| QUAGLINI, Virginio |
Current Limits of PTFE in Sliding Bearings |
774 |
| QUAGLINI, Virginio |
High Performance Materials for Pendulum Sliding Bearings |
772 |
| RADIC, Jure |
Structural - Architectural Approach to Bridge Design |
416-417 |
| RAMASWAMY, Ananth |
Condition Assessment of a Steel Plate Girder Railway Bridge |
446 |
| RAMÔA CORREIA, Joao |
Structural Behaviour of Composite Sandwich Panels for Civil Engineering Applications |
762 |
| RAPATTONI, Frank |
Engineering and Architecture Unite for Railway Bridge |
190 |
| RASCHE, Christina |
The Load Bearing Capacity of Fillet Welded Connections of High Strength Steel |
184 |
| RAUCH, Marion |
Dimensioning of Structures Made of UHPFRC |
176 |
| REIS, Antonio |
Two Large Bridge Projects in Environmentally Constrained Areas |
532-533 |
| ROLVINK, Anke |
StructuralComponents - a Toolbox for Conceptual Structural Design |
768 |
| ROMO, José |
Cartagena Auditorium Facades: a New Structural and Sustainable Skin System |
806 |
| ROMO, José |
Riudellots High Speed Line Bridge |
808 |
| ROUSAKIS, Theodoros |
Fiber Reinforced Polymer Confinement of Bridge Columns Suffering from Premature Bars' Buckling - Strength Empirical Model |
404 |
| RUAN, Xin |
Analysis of Highway Vehicle Load in China Based on WIM Data |
512 |
| 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 |
| SAELI, Manfredi |
Nanocomposite, an Innovative Route to Large Structure and Infrastructure Protection. A Case of Study: CNT-Doped Polyurea. |
650 |
| SAITO, Shigehiko |
Numerical Approach to Structural Performance Assessment of Corroded Reinforced Concrete Structures |
104 |
| SAMPò, Luca |
Form and Structural Invention in the Work of Riccardo Morandi |
782 |
| 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 |
| SATO, Tomoaki |
Uplifting Slide Bearing (3) - Development of the Analytical Model |
746 |
| SCHLAICH, Jörg |
German Railway Bridges - New Paths of Conceptual Design |
232 |
| 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 |
| SCHOTTE, Ken |
Strain Gauge Measurements during the Assembly of the Diabolo Tunnel |
626 |
| SCHUILING, Edwin |
Increasing Road Capacity by Emergency Laws "Broadening of the Roads" |
646 |
| SCHULZ, Mauro |
Design Procedure for Plane Elements with Skew Reinforcement |
280 |
| SEITZ, Peter |
Nuremberg Metro Line U3 Northwest Extension
Stations and Tracks in Inner-City Areas |
260 |
| SHARMA, Sandeep |
New Urbanism - An Approach Towards Developing Indian Contemporary Cities |
798 |
| SHI, Xuefei |
Failure Analysis of a Long-Span Pre-Stressed Concrete Box Girder Bridge |
408 |
| SHIMA, Hiroshi |
Formulation for Load-Slip Relationships of Headed Stud Connector |
630 |
| 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 |
| SKORPA, Lidvard |
A Feasibility Study: Crossing of the Sognefjord with a Fixed Connection |
760 |
| SOBRINO, Juan A. |
Trillizos Bridges (The Triplets) in La Paz, Bolivia |
430 |
| SPOTH, Thomas |
Autoroute A-25 Project - Main Bridge Innovations |
780 |
| SPULER, Thomas |
Expansion Joint Renewal with ‘Zero' Impact on Traffic - An Optimal Solution for Urban Bridges |
820 |
| SPULER, Thomas |
Expansion Joints for Urban Bridges - Quiet, Reliable and Low-Maintenance |
832 |
| SPULER, Thomas |
Structural Health Monitoring - Saving Disruptive Works on Urban Bridges |
482 |
| STAEL, Dries |
The Influence of Diaphragm Stiffening on Welded Tubular Nodes in Arch Bridges |
112 |
| STIPANIC, Bratislav |
Design Proposal of New Roadway Bridge across the Danube in Novi Sad |
682 |
| 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 |
| SUN, Jianyuan |
Conceptual Design of Double-Deck Traffic for City Bridge |
844 |
| 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 |
| TAKAMURA, Yoshiyuki |
New Low-Rigidity Design for Widening of Elevated Bridges |
766 |
| TAKIMOTO, Kazushi |
Evaluation of Seismic Capacity Related to Damage Degree for Repaired Reinforced Concrete Members |
600 |
| TASSEW, Samson |
Textile Reinforced Ceramic Composites for Structural Infill Slab Applications |
268 |
| TERAI, Masakazu |
Consideration of Scale Effect in Concrete Members |
248 |
| THOMSEN, Kjeld |
Odin's Bridge |
524-525 |
| TOGNOLI, Joe |
A Curved Self Anchored Suspension Bridge |
860 |
| Toma, Shouji |
Comparisons of Composite Girder Bridge Designs in the World by Benchmark |
78 |
| TOZSER, Oliver |
Using Acoustic Monitoring to Extend the Life of Post-Tensioned Cable Supported Bridges |
138 |
| 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 |
| TROMBETTI, Tomaso |
Identification of Uniform Hazard Time-Histories for Seismic Design |
888 |
| Trombetti, Tomaso |
Stiffness-Strength-Ductility Design Approach: an Application to a Five-Storey Steel Building Structure |
850 |
| UBERTINI, Filippo |
Identification of Wind-Excited Suspension Bridges for SHM: a Feasibility Study |
290 |
| UNO, Hiroshige |
Uplifting Slide Bearing (2) - Verification of Seismic Response by Tests |
744 |
| VáKáR, L. I. (László) |
The Sustainable Highway for Environmentally Constrained Urbanized Areas |
566 |
| VAN BOGAERT, Philippe |
Design and Construction of a double-Curved Railway Overpass and 3-Track Tubular Arch |
564 |
| VAN BOGAERT, Philippe |
Tied Arch Bridges with Optimized Arrangement of a Limited Number of Hangers |
150 |
| VARAS, Jesus Mediavilla |
Blast Resistance Behaviour of Steel Frame Structures |
226 |
| VERGOOSSEN, Rob |
Influence of Detailing on Shear in Existing Concrete Viaducts |
320 |
| VERGOOSSEN, Rob |
Strengthening Large Concrete Box-Girder Bridge on Shear |
318 |
| VESTRONI, Fabrizio |
Dynamical Tests and Analysis for the Assessment of Structural Conditions of Bridges |
490 |
| VON BORSTEL, Thomas |
Adaptable High-Rise Buildings |
170 |
| VORWAGNER, Alois |
Improvement of Serviceability by Strengthening with Prestressed NSM |
387 |
| 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 |
| WATANABE, Ken |
Shear Resistant Mechanism of Reinforced Concrete Beams for Seismic Design of Railway Structures |
612 |
| WATSON, Ronald J. |
Applications of Disk Bearings on Large Structures |
828 |
| WELLER, Bernhard |
Glass Roof with Load Bearing Glazing |
458 |
| WELLER, Bernhard |
Transparent Façade Solutions with Bonded Glass-Steel Beams |
632 |
| WENDNER, Roman |
Monitoring Based Evaluation of Design Criteria for Concrete Frame Bridges |
332 |
| WENZEL, Helmut |
Combination of Multiple Non-Linearities in Structural Modelling, Simulation and Assessment Work |
310 |
| WENZEL, Helmut |
Quantification of Remaining Lifetime of Post-Tensioned Concrete Bridges |
598 |
| WIUM, Jan A. |
An Evaluation of the Prediction of Flat Slab Deflections |
276 |
| WU, Wen-Qing |
Investigation on Construction Quality Indices for Concrete Box Girders |
606 |
| XIANG, Hong |
Exploration of Large-Span Steel Box-Concrete Composite Continuous Rigid Frame Bridges |
712 |
| XIAO, Guang-Hong |
Environment Effects of Urban Construction and the Prevention Measures |
764 |
| XIAO, Ru-Cheng |
Research on the Structural System of Super 1000m Cable-Stayed Bridges |
264 |
| XIAO, Xiangnan |
Case study of a Simply-Supported Channel-Box Girder under Special Live Load |
614 |
| XU, Dong |
Modelling of a Major Composite Cable-Stayed Bridge |
250 |
| 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 |
| XUE, Junqing |
Experimental Research on Debonding in Concrete-Filled Steel Tubes Columns Subjected to Eccentric Loading |
132 |
| Yan, Bin |
A Comparative Study on Viaduct Structure Around New High-Speed Railway Stations |
102 |
| YAN, Dong |
Probability-Based Vulnerability Assessment of Cable-Stayed Bridges |
124 |
| YOSHIMURA, Toshihiro |
Aerodynamic Stability of Large Suspension Bridge Using Cable Frames |
148 |
| 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 |
| ZANDONINI, Riccardo |
Network-Level Seismic Risk Management of Regional Road Infrastructure |
296 |
| Zanuy, Carlos |
Serviceability of Reinforced Concrete Beams Under High-Cycle Fatigue Loading |
100 |
| ZEHETMAIER, Gerhard |
Durable and Robust Concrete Bridges for the PPP-Project E18 in Norway |
770 |
| ZEZZA, Fulvio |
The Heritage Bridges of the Gardesana Occidentale Lake Garda, Italy |
870 |
| ZHANG, Jianren |
Experimental Testing of Stirrup Corroded RC Beam with Oblique Steel Reinforcement |
140 |
| ZHANG, Jie |
Research of Risk Assessment Technology for Long-Span Bridge |
130 |
| ZHANG, Kebo |
Experimental Investigation on Effect of Corrosion on Reinforcement Strength |
596 |
| ZHANG, Qiu-Ling |
Research on the Collision Force Between Ships and the Piers of Fengjie Yangtze River Bridge |
368 |
| ZHANG, Yingying |
Construction Process Analysis of Lianyungang Gymnasium Suspen Dome |
480 |
| ZHONG, Wei-Qiu |
Compression Performance of Non-dispersible Concrete Columns |
468 |
| ZHOU, Zhimin |
The Parametric Research of Prestressed Concrete Continuous Girder Bridge for High-Speed Railway |
456 |
| ZHOU, Zhixiang |
Exploration of Structural Performance of Stiffened Steel-Concrete Composite Beams with Perforated Stiffening Rib Plates |
708 |
| ZHOU, Zhixiang |
Exploration of Super-Large-Span Prestressed Steel Truss-Concrete Composite Continuous Rigid Frame Bridges |
710 |
| ZMIGRODZKI, Stefan |
Montreal - Aquatic Complex for 2005 FINA World Championships |
574-575 |
