Ádány, Sándor |
Uncertainties in the definition of buckling of thin-walled members |
46-53 |
Anggawidjaja, Dhannyanto |
Shear Deformation of Pier Wrapped by High Fracturing Strain Fiber |
31-38 |
Aoki, Tetsuhiko |
Seismic Performance of Bridge Bents with Thickness Tapered Plates |
26-33 |
Balczó, Márton |
Prediction of wind load acting on telecommunication masts |
23-30 |
Batista, Eduardo de M. |
Lessons of Ship Unloader Disaster due to Wind Forces |
55-62 |
Bob, Corneliu |
Refurbishment of Old Buildings by Classic and Modern Technologies |
16-21 |
Bódi, István |
Strengthening of a reinforced concrete silo structure |
59-64 |
Böegle, Annette |
Process of Designing and Evaluation in Structural Engineering |
36-43 |
Bokan, Heinz |
Optimisation of the Tensioning Schedule for Cable-Stayed Bridges using Dynamic Software |
28-35 |
Bostenaru Dan, Maria |
Collaborative issues in retrofitting historical RC buildings |
29-36 |
Breuninger, Ulrich |
Design and Construction of a new Slab System for High Rise Buildings |
16-22 |
Bucur-Horváth, Ildikó |
Rehabilitation of Reinforced Concrete Silos |
8-15 |
Burgers, Travis A. |
Shear Spike Repair of Timber Railroad Bridge Chord Members |
30-37 |
Calado, Luis |
Structural health monitoring systems in steel structures |
1-8 |
Casadei, Paolo |
NDT Monitoring of Bridges using Innovative High Precision Surveying System |
50-57 |
Cheng, Shaohong |
Impact of using CFRP cables on the dynamic behaviour of cable-stayed bridges |
19-26 |
Cholnoky, Peter |
Development of New Generation of Natural Draught Steel Cooling Towers |
1-9 |
Chung, Young Soo |
Experimental Seismic Response of Circular Two-Column Piers |
43-50 |
Cizmar, Dean |
The reactive powder concrete bridge across Bakar strait |
15-20 |
Coenders, Jeroen |
Structural Design Tools: The next step in modelling for structural design |
57-64 |
Collin, Peter |
Bridges in high strength steel |
1-9 |
Correia, João R. |
A Probabilistic Based Strength Prediction Method for Double Lap Joints from Pultruded GFRP Profiles |
11-18 |
Darestani, Mostafa Yousefi |
Dynamic Response of Concrete Pavements under Vehicular Loads |
59-66 |
De Matteis, Gianfranco |
Effect of Gas Explosions on RC Buildings with Structural Key Elements |
56-65 |
Dehlinger, C. |
New developments and applications of saw-tooth connectors for composite structures |
28-35 |
Dembski, Fabian |
Design and Acceptance of Glass Constructions in Architecture |
1-7 |
Dolejš, Jakub |
Composite steel and concrete beams made of high strength components |
105-112 |
Draskóczy, András |
Shear Tests Evaluation of Reinforced Concrete Beams |
81-88 |
Duan, Xue-wei |
Design of Steel Tied Arch Truss Bridge of Chongqing Chaotian-Gate Yangtze River Bridge |
46-50 |
Duntemann, John F. |
Failure Analysis of a Framed Lattice Dome |
35-40 |
Eckhardt, Christian |
Advanced design methodologies for optimisation of transparent polymers |
32-39 |
Edlund, Bo L. O. |
Reducing maintenance for bridge expansion joints–increasing retrofit intervals |
30-37 |
Ekşi Akbulut, Dilek |
A Study on Conservation and Refurbishment of Historical Bridges; Büyükçekmece Bridge |
22-28 |
Englhardt, Oliver |
Conceptual Design of Structurally Glazed Systems |
18-24 |
Farkas, György |
Calculation of structures containing precast columns |
23-29 |
Farkas Habil, György |
Using CFRP Laminates and Wraps at Reinforcing of Structures |
1-8 |
Faruque, Ali Sk. |
Semi Active Fuzzy Logic Control of Stay Cable Vibration |
25-32 |
Fergestad, Stein |
The Bridge Symphony |
1-7 |
Freundt, Ursula |
Tomorrow's expected traffic for existing and new bridges |
1-8 |
Furuta, Hitoshi |
Bridge Maintenance Strategy Considering User Cost and Connectivity |
19-26 |
Galambos, Theodore V. |
Structural Design Codes: The Bridge Between Research and Practice |
1-12 |
Ge, Yao Jun |
Tomorrow's Challenge in Bridge Span Length |
42-49 |
Geier, Roman |
Dynamic Investigations of Railway Bridges |
1-8 |
Gerold, Matthias |
Economic Efficiency of Modern Timber Bridges - Life expectancy and Costs of Maintenance |
17-24 |
Ginda, Grzegorz |
Assessment of Factors Influencing the Fire Safety For Building Users |
17-24 |
Ginda, Grzegorz |
Prioritisation of criteria for road damage assessment |
25-29 |
Guo, Wei |
Automatic Visual Data Interpretation for Pipeline Infrastructure Assessment |
49-56 |
Gupta, Abhey |
A Flexible Concrete Arch System for Durable Bridges |
34-40 |
Gurav, Sanjay |
Dynamic analysis of bridges under moving loads |
44-51 |
Györgyi, József |
Dynamic calculation of train-bridge interaction at arch bridge |
38-45 |
Haldimann, Matthias |
Extending the Field of Application of Structural Glass Design Concepts |
1-9 |
Hegger, Josef |
Load-Deformation Behavior of Shear Connectors in High Strength Concrete Subjected to Static and Fatigue Loading |
17-24 |
Hegyi, Dezsö |
8-node surface element for Dynamic Relaxation analysis |
73-80 |
Heiden, Marko |
Vibration Measurement of Steel & Concrete Bridges in Austria |
52-59 |
Heinisuo, Markku |
Product modelling and requirements of metal curtain walling |
9-16 |
Helmi, Karim |
Bending Fatigue of Concrete Filled Fiber Reinforced Polymer Tubes |
47-54 |
Hernández, Santiago |
Design optimization. A necessary tool for advanced structural engineering |
1-11 |
Herrmann, Tobias |
Design Process of Glass Panes Fixed by Embedded Point Fittings |
41-46 |
Hess, Rudolf |
Glass Canopies for the Office Center of the DZ Bank in Berlin |
53-60 |
Hillemeier, Bernd |
Glass Lining: Protection of chemically high stressed concrete |
26-29 |
Hincz, Krisztián |
Analysis of Membrane Structures Using Visco-Elastic Material Model |
54-60 |
Hof, Peter |
Stress determination on glass by Digital Image Correlation |
30-36 |
Hojo, Tetsuo |
Refurbishment of a wooden bridge using carbon fiber reinforcement |
65-70 |
Hong, Namhee Kim |
Development of Web-based Aesthetic Design System for Girder Bridges |
1-7 |
Horváth, Adrián |
The Erection of Dunaújváros Danube-Bridge |
1-2 |
Hubertova, Michala |
Lightweight High Performance Concrete |
1-8 |
Huhnt, Wolfgang |
Computing Schedules |
8-15 |
Hunyadi, Mátyás |
The M0 Highway Ring Crossing Over the Danube at the North of Budapest |
51-56 |
Hussain, Naeem |
The Design and Construction of Shenzhen Western Corridor and Deep Bay Link Hong Kong |
25-32 |
Huszár, Zsolt |
Vibrations of Cracked Reinforced and Prestressed Concrete Beams |
89-96 |
Inoue, Manabu |
Ultimate Capacity of a Self-Anchored Suspension Bridge |
17-24 |
Jakobsen, Svein Erik |
Drammen Bridge – technical challenges due to aesthetics |
3-10 |
Janjic, Dorian |
Erection Control, TDV's unique tool solution for bridge design and construction |
97-104 |
Jarský, Čeněk |
On Modelling of Building and Maintenance Process |
10-17 |
Jensen, Jens Sandager |
Maintenance and Rehabilitation of Cable Supported Bridges |
54-61 |
Jiemin, Ding |
Analysis and Design of the Roof Structure of Beijing University Gymnasium |
11-18 |
Kang, Soo-Chang |
Fatigue Reliability Assessment for High-Speed Railway Bridges with Vibration Control Device |
41-47 |
Kano, Masato |
Development of static/dynamic elasto-plastic and finite displacement analysis system for spatial bridge structures consisting of thin-walled steel and composite members |
52-58 |
Keyvani, Ali Reza |
Evaluation of Nonlinear Static analysis for estimating of target displacement |
1-7 |
Kimura, Motoya |
Fundamental Study on Shearing Strength of Corroded Rivet Joint |
52-59 |
Kishi, Norimitsu |
Experimental study of debond-controlling method for FRP sheet of flexural reinforced RC beams |
40-46 |
Kiss, Zoltán |
Precast concrete structures in seismic areas |
44-51 |
Kite, Steve |
Challenges in the Construction of Stonecutters Bridge |
19-26 |
Klähne, Thomas |
Construction of the new Autobahn 113 in Berlin |
27-33 |
Kmeť, Stanislav |
Optimization and reliability of large-span suspended members |
12-19 |
Knippers, Jan |
New Design Concepts for Advanced Composite Bridges – The Friedberg Bridge in Germany |
16-23 |
Kollegger, Johann |
Construction of Reinforced Concrete Shells without Formwork |
1-8 |
Kolozsvary-Kiss, Arpad |
Reduction of Bending Moments in Arch Supports of Very Large Domes |
23-27 |
Komori, Kazuo |
Approach of fatigue durability improvement in newly constructed steel bridge piers in Tokyo Metropolitan Expressway |
8-13 |
Konenčný, Petr |
Performance Assessment of Concrete Bridges Applying SBRA Approach |
24-31 |
Koteš, Peter |
Remaining Lifetime of Existing Reinforced Concrete and Steel Bridges |
10-17 |
Kotormán, István |
Lindab SBS: a New Form of Light-Gauge Building System |
10-17 |
Kovács, Tamás |
Condition monitoring of concrete beams by dynamic measurements |
15-22 |
Kuhlmann, Ulrike |
Improvement of fatigue strength of welded high strength steels by application of post-weld treatment methods |
25-32 |
Kuhlmann, Ulrike |
Robust structure by joint ductility |
1-8 |
Kulbach, Valdek |
Design of the central bridge for a strait crossing in Estonia |
38-45 |
Kulcsár, Béla |
Vibration of timber-concrete composite floors with column and beam supports |
61-72 |
Kunz, Jakob |
Shear Connectors for Innovative Slab Track Construction |
36-43 |
Kurihashi, Yusuke |
Optimum bonding length of FRP sheet for flexural reinforced RC beams |
47-53 |
Kwon, Young Bong |
Structural Behaviour of Hybrid Studs of Galvanized Cold-Formed Steel and GFRP Panels Subjected to Compression and Torsion |
57-64 |
Lee, Seonglo |
Design Vessel Selection of Maritime Bridges using Collision Risk Allocation Model |
1-9 |
Lenkei, Péter |
Should the Structural Engineer Be Aware of the Climate Change? |
41-46 |
Li, Fangyuan |
Design and Analysis on the Long-span External Prestressed Rigid-frame Bridge |
17-24 |
Liang, Robert |
Field Load Testing and Numerical Study of a Faster Bridge Deck Concept |
20-25 |
Low, Angus |
The strength of curved steel plates under in-plane forces |
17-22 |
Lu, Xilin |
Experimental Study on Seismic Behaviour of Steel Reinforced Concrete Walls |
18-25 |
Luible, Andreas |
Design of Glass Beams Subjected to Lateral Torsional Buckling |
45-52 |
Luo, Shidong |
Innovative Design on The Long-Span Cable Stayed Arch Combination Bridge Type |
42-48 |
Maljaars, Johan |
Structural and Thermal Behaviour of Aluminium Exposed to Fire |
1-8 |
Maniatis, Iris |
Innovative Building Elements Combination of Structural Glass and Photovoltaics |
8-14 |
Marecek, Jan |
Shear Connection in Composite Steel and Concrete Beams |
113-120 |
Marek, Pavel |
Comments on the Development of SBRA method considering application of Finite Elements Method and corresponding computer programs |
1-7 |
Marzahn, Gero A. |
The Wupper River Valley Bridge: A State-of-the-Art Composite Bridge |
42-49 |
Matthews, H. Scott |
Information and Communication Technology for Intelligent, Sustainable Infrastructure Systems |
1-8 |
Mezzi, Marco |
Enhancing the Seismic Performance of Existing "Pilotis" Configurations |
10-17 |
Mezzi, Marco |
The Isolated School in Bojano: How to Satisfy People Safety Expectations |
15-22 |
Mihai, Petru |
Study of residual mechanical characteristics to reinforced concrete |
121-126 |
Mikami, Takao |
High-rise Building Monitoring by Fiber Optic Sensors |
9-14 |
Montens, Serge |
Fast growing dynamic problems in civil engineering structures |
40-47 |
Mufti, Aftab |
FRPs and FOSs Lead to Innovation in Canadian Civil Engineering Structures |
1-2 |
Murano, Masumi |
Development of Automatic Ultrasonic Testing Equipment |
31-36 |
Nagy-György, Tamás |
High Performance Materials Used in Retrofitting Structural Masonry Walls |
46-53 |
Nemati, Navid |
3-Dimensional Fe-Modeling of CFRP L-Shaped Plates Glued on Concrete Block |
3-9 |
Neugebauer, Jürgen |
More safety with a special fixation of the laminated safety glass |
25-32 |
Nozawa, Shin-ichiro |
New Technology to Develop Space above Railway Tracks |
17-24 |
Odenbreit, Christoph |
Bending Resistant Composite Joints for High Rotation Capacity |
9-16 |
Ok, Seung-Yong |
Semi-active fuzzy control of a bridge-magnetorheological damper system |
8-14 |
Okura, Ichiro |
Development of Aluminum Decks for Highway Bridges |
26-33 |
Oltheten, Paco |
Adaptive Membrane Structures Prestressed by Edge Cables and Actuators |
18-25 |
Onishi, Hiroshi |
An experimental study on evaluation of performances of corroded steel wires |
27-34 |
Pankhardt, Kinga |
New opportunities of structural glazing, loadbearing glass structures |
15-25 |
Papp, Ferenc |
Europe-wide Design Space for Architecture, Engineering and Construction |
25-32 |
Pasternak, Hartmut |
The usage of adhesives in connecting steel |
44-51 |
Paya, Ignacio |
Multiobjective Simulated Annealing Optimization of Concrete Building Frames |
1-8 |
Peroni, Marco |
Gibraltar Straits crossing: a new design proposal |
50-57 |
Petersen, Lasse |
New concreting method for composite structures with high performance concrete - concreting of 50 m high steel columns at the central station in Berlin |
9-16 |
Petrangeli, Marco |
Large Concrete Precast Box Girders along the New Italian High Speed Railway Lines |
49-56 |
Petrov, Chris |
The Challenge and Future of Tomorrow's "Organization Chart" |
40-43 |
Pieplow, Kirsten |
New chances with high-strength materials – constructions with CFRP |
33-39 |
Pinisetti, Karunakar |
Innovative Integration of Traditional Materials for Hydraulic Structures |
1-8 |
Pircher, Heinz |
Dynamic Investigations of Existing Bridges at Austrian Westbahn |
34-41 |
Polak, Maria Anna |
Application and Design of Shear Bolts for Retrofit of Concrete Slabs |
9-16 |
Pustka, David |
Assessment of Structural Safety Using SBRA Method |
32-39 |
Pustka, David |
Selected Structural Stability Problems Using SBRA Method |
40-47 |
Radlbeck, Christina |
Optimization of load-carrying Aluminium Structures |
20-27 |
Rammant, Jean-Pierre |
A new Aluminium Structural Analysis and Design Methodology |
18-25 |
Ratay, Robert T. |
The Forensic Structural Expert Consultant/Witness – US Practices |
25-34 |
Ruan, Xin |
Risk Analysis for Large Scale Bridges Considering the Public Willing |
48-55 |
Rutner, Marcus P. |
Blast Resistant Performance of Steel and Composite Bridge Piers |
47-54 |
Saitta, Sandro |
Rational Design of Measurement Systems using Information Science |
37-44 |
Santos, Pedro |
Assessing Concrete-to-Concrete Bond Strength by Measuring the Roughness of the Substrate Surface |
17-24 |
Santos, Sergio H. C. |
Reliability based concrete design for dead, live and seismic loads |
8-15 |
Sapkás, Ákos |
Summary of Beam Theories of Thin-walled, Open and Closed Section Composite (Fiber Reinforced Plastic) Beams and Columns |
54-65 |
Scheer, Sergio |
Necessary Background for Implementing and Managing Building Projects Processes Using Web Environments |
41-48 |
Schlaich, Mike |
Challenges in Education – Conceptual and Structural Design |
20-26 |
Schneider, Frank |
Delayed elastic behaviour of glass at room temperature |
37-44 |
Schnellen Bach-Held, Martina |
Evolutionary Algorithm based Assessment of Traffic Density Changes |
1-8 |
Seliverstov, Vadim |
Renovation of Bridge Infrastructure in Moscow Metropolis |
37-44 |
Sengupta, S. |
Application of Largescale Prefabrication for Construction of 9.5 Km Long Elevated Expressway at Bangalore, India |
26-33 |
Shao, Changyu |
Cable-stayed Main Span of Donghai Bridge |
33-37 |
Shaw, David |
Computational Geometry for the Conceptual Design of Domes and Buildings |
33-40 |
Shima, Hiroshi |
Design and Construction Method of a New Concrete Filled Steel Tube Frame Structure |
9-15 |
Shoji, Gaku |
Analysis of Reliability of Power Supply Systems to Public Facilities due to Seismic Disaster Risk |
16-23 |
Siebert, Barbara |
Safety aspects of point-fixed glass constructions |
33-40 |
Siebert, Geralt |
Design of glass structures based on fracture mechanics and its integration in European design codes |
10-17 |
Sim, Jongsung |
Experiment and Analysis Study of Beams reinforced with GFRP bar |
27-32 |
Sipos, András Árpád |
An efficient algorithm to determine spatial deformations of RC bars |
9-16 |
Smith, Ian |
Reaching for the Limits with Timber Construction |
9-16 |
Snijder, Bert H.H. |
Strengthening the Caland Bridge Rotterdam for Increased Load |
9-16 |
Sobrino, Juan A. |
The use of new materials on structures as a metaphor to the innovation |
41-48 |
Son, Jin |
Blast Performance of Long Span Cable-Supported Bridge Decks |
48-55 |
Springer, George S. |
Aerospace Composites in Civil Structures |
13-19 |
Sugiura, Shigeki |
The Toyota-Mainichi Building in Nagoya |
34-41 |
Sulyok, Marta |
Reliability and Risk Assessment of the Steel Structures and Components |
60-67 |
Sun, Limin |
Health monitoring system for a cross-sea bridge in Shanghai |
9-16 |
Szatmári, István |
Methods for modernization of the old bridges |
52-58 |
Tagawa, Hiroshi |
Study on Weak-axis Beam-to-column Connections with Channel Stiffeners |
34-41 |
Takeuchi, Toru |
Studies on Integrated Building Facade Engineering with High-Performance Structural Elements |
33-40 |
Teich, Stephan |
The network arch bridge, an extremely efficient structure Structural behaviour and construction |
1-9 |
Teng, Jin-Guang |
Refinement of Lam and Teng's Design-oriented Stress-strain Model for FRP-confined Concrete |
68-75 |
Tewfik, Moneer F. |
Structural Design Concepts for the Future |
26-31 |
Toda, Katsuya |
Reliability Assessment of Concrete Structures with Risk Based Maintenance |
17-18 |
Turmo, José |
Bridges without Shear Reinforcement |
39-46 |
Valrawen, Joost |
Design of Structures From Cradle to Grave |
76-77 |
van Roosbroeck, Michelle |
The next steps in segmentation technology for the mass-customisation of prefabricated concrete shells |
30-37 |
Vandewalle, Lucie |
Ductility of hybrid fiber reinforced concrete |
10-16 |
Vanlaere, Wesley |
Buckling of Stringer Stiffened Cylinders on Local Supports |
33-38 |
Vašek, Milan |
Timber Semi-rigid Frame with Glued-in Rods |
45-51 |
Vasseur, Lander |
Analytical study of a 2-span reinforced concrete beam strengthened with fibre reinforced polymer |
39-46 |
Veltkamp, Martijn |
Parametrical design of twisting structural members in Free Form Building Designs |
17-24 |
Vencl, Radim |
Shear bolted connections of glass structures – the experimental analysis of the state of stress by means of the photoelastic method |
47-52 |
Verók, Krisztián |
Study of confinement on RC columns using composites materials |
45-51 |
Vigh, Attila |
Comparison of the axle loads for evaluating overweight vehicle permits |
9-17 |
Vigh, László Gergely |
Experiences on the earthquake resistant design of two Danube bridges |
34-42 |
Vogel, Thomas |
Examination of existing buildings for accidental actions like earthquake |
1-9 |
Wang, Dalei |
Wind speed criteria of traffic safety on a long trans-oceanic bridge |
25-31 |
Wawrusiewicz, Aleksander |
Multi Mapping Procedure in Analysis of Unforeseen Events |
32-39 |
Wenzel, Helmut |
Changes in Traffic Demand and Influence on the Lifetime of a 45 Year old Bridge |
25-33 |
Wu, Zhishen |
Performance Evaluation of Strengthened Structures with Prestressed PBO Fiber Reinforced Polymer Sheets |
1-10 |
Xie, Jiming |
Experimental and Analytical Approaches in Wind Engineering Studies for Bridges |
9-16 |
Yakovlev, Grigory |
Nanoreinforcement of foam concrete |
9-14 |
Yang, Yong-xin |
Experimental Research of Prestress Loss in Technique of Concrete Structure Strengthened with Prestressed CFRP Sheets |
10-15 |
Ye, Lieping |
Experimental study on T-girders strengthened with prestressed CFRP sheets |
24-30 |
Yoshimura, Toshihiro |
2×4 Cables System for Aerodynamic Stability of Long Suspension Bridge |
14-19 |
Zalka, Károly A. |
A back-on-the-envelope formula for the top deflection of multi-storey buildings |
1-8 |
Zayyat, Majdi |
Foundation Soil Improvement Using Vibro Compaction And Geo Grids |
48-55 |
Zhang, Tongyi |
Structural Analysis of the Apartment Tower of Fortune Center Phase II Sited in Beijing |
1-7 |
Zordan, Tobia |
Innovative solutions for retrofitting and new construction of bridge structures responding to new functional demands |
1-8 |