Abbas, Hussein |
Kafr Shukr Eco-Bridge Design |
69-75 |
Alimchandani, C.R. |
Building Infrastructure with Appropriate Technology |
50-59 |
Ancich, Eric |
Fatigue Implications of Growth in Heavy Vehicle Loads and Numbers on Steel Bridges |
11-44 |
Ancich, Eric |
Premature Fatigue Failure in a Horizontally Curved Steel Trough Girder Bridge |
41-64 |
Ashford, Scott |
Efforts toward a Sustainable Future in the State of Oregon |
29-36 |
Asiz, Andi |
Structural connections for massive timber plate elements in hybrid structures |
126-134 |
Asnachinda, Pattarapong |
Axle Load Monitoring of Multiple Vehicles Using Dynamic Bridge Responses |
199-208 |
Ataur Rahman, Md. |
Numerical Simulation of FRP Retrofitted Masonry Wall by 3D Finite Element Analysis |
114-125 |
Ayoubi, Mazen |
Bond of Pretensioned Strands under High Cycle Fatigue |
1-8 |
Balili, Alden Paul D. |
Optimal Design of Reinforced Concrete Frames Considering Seismic Provisions Using Genetic Algorithms with Modified Leader Reproduction |
11-20 |
Bang, Radha S. |
Appraisal of Eco-friendly Concrete by using Pond Ash and Crusher Stone Dust as Fine Aggregate |
43-51 |
Berramdane, Naziha |
Rehabilitation of Monte Carlo Star’s piers |
154-160 |
Biscaia, Hugo |
Durability of GFRP strengthening under environmental degradation |
64-71 |
Bittermann, Thomas |
Early-Age Concrete Cracking in Composite Bridges |
92-101 |
Bob, Corneliu |
Retrofitting of Historical Masonry Buildings in Seismic Zones |
97-104 |
Böning, Sebastian |
Analysis for the Evaluation of a Future-Proof Load Model for Bridges |
89-98 |
Borończyk-Plaska, Grazyna |
Modernization of Historical Bridges – Environmental Aspects |
221-230 |
Braml, Thomas |
Assessment of damaged Concrete Bridges after a visual Inspection |
54-63 |
Braml, Thomas H. |
Evaluating existing post-tensioned concrete bridges equipped with prestressing steel susceptible to stress corrosion cracking |
1-9 |
Braulin, Neri |
Using Bamboo to Build Sustainably |
204-211 |
Brozovsky, Jiri |
Influence of Curing on Physico-mechanical Properties of High Performance Concrete |
229-234 |
Bucher, Christian |
Time-variant reliability analysis utilizing results from non-destructive testing |
123-135 |
Buddee, Samard |
Alternative Design Option for Second Sand Layer of Bangkok Clay |
127-135 |
Carter, Matt |
Forth Replacement Crossing: Scheme design of the bridge |
107-116 |
Chaisomphob, Taweep |
Stress Concentration of Simply Supported Box Girder with Longitudinal Stiffeners Including Shear Lag Effect |
58-74 |
Chandra, Jimmy |
Different Techniques for the Modeling of Concrete I-Girder Bridges |
136-145 |
Chanvaivit, Kanokpat |
Experimental Study of Post-Tensioned Steel Trusses with Composite Slabs |
78-86 |
Chin, Won Jong |
Dynamic Behavior Analysis of High-Speed Railway Bridges |
166-173 |
Chitlange, Mahendra R. |
Performance Study of Steel Fibre Reinforced Artificial Sand Concrete |
218-228 |
Cho, Ik-Sun |
Design and Construction of Pre-tensioned Prestressed Concrete Box-Girders in Incheon Bridge Viaduct |
168-177 |
Cho, Kyung-Sik |
Design of Two Pylon Cable Stayed Bridge in Busan-Geoje Fixed Link |
156-165 |
Choi, Dong-Ho |
Dynamic Vehicle-Impact Analysis of U-Channel Segmental Concrete Bridges |
39-40 |
Choi, Dong-Ho |
Iterative Buckling Analysis for Steel Tower Members in Cable-Stayed Bridges |
85-91 |
Choi, Kyu-Tae |
Shear Strength Evaluation of the Wave Perfobond Rib Shear Connector |
146-155 |
Chompreda, Praveen |
Behaviors of Fiber Reinforced Cement Composite Thin Overlay under Restrained Shrinkage |
44-53 |
Chung, Kwang Sup |
Analysis of Cable Supported Structure Considering Cable Sliding |
31-38 |
Chung, Young Soo |
Shake Table Response of RC Bridge Piers to Near-Fault Earthquake |
66-75 |
Collin, Peter |
Undermatching Butt Welds in High Strength Steel |
96-106 |
Correia, João Ramôa |
Material characterization and structural behaviour of GFRP pultruded profiles |
34-41 |
Cuadra, Carlos |
Vibration Characteristics of an Old Steel Bridge |
41-48 |
Cvetkovska, Meri |
Nonlinear Finite Element Analysis of RC Beams Subjected to Fire |
99-106 |
Dan, Sorin |
Modern Solutions for Rehabilitation of Old Reinforced Concrete Structures |
62-70 |
Daniel, Ryszard A. |
Ecological Analysis of Material Selection for a Bridge |
33-42 |
Daniel, Ryszard A. |
Raising Existing Bridges to a Higher Navigable Clearance |
1-10 |
de Wit, Marcel |
Monitoring The 352 Meter Long Monaco Floating Pier |
20-24 |
Deb, Sajal Kanti |
Influence of Structural Modeling on Seismic Vulnerability Assessment of a RC Viaduct using Fragility Curves |
53-62 |
Demeter, István |
Precast RC Wall Panels with Cut-out Openings Retrofitted by FRP Composites |
239-247 |
Deng, Jun |
Fatigue life prediction for adhesive bonding in steel beams strengthened with a carbon fibre composite plate |
67-74 |
Dier, Florian |
Experimental investigation of deviated single monostrands |
57-66 |
Dietsch, Philipp |
Assessment of all wide span Timber Structures owned by the City Munich |
11-18 |
Dong, Xu |
Tensioning Process of Sanhao Arch Pylon Cable-Stayed Bridge |
49-56 |
Dressen, Tobias |
Sustainability with adaptive building concepts |
66-73 |
Duntemann, John F. |
Application of Strut-and-Tie Model in Structural Concrete Repair |
38-44 |
Dutta, Sekhar Chandra |
Behaviour and Strengthening of Soft Storey Structure |
38-47 |
Enevoldsen, Ib |
Practical Application of Probability Based Assessment to Bridges |
36-43 |
Enevoldsen, Ib |
Probability Based Assessment of a Large Riveted Truss Railway Bridge |
27-35 |
Espinoza, Darío |
Vulnerability of Highway Bridges for Scour Problems |
48-55 |
Fehlmann, Patrick |
Experimental Investigations on the Fatigue Behavior of Concrete Bridges |
45-54 |
Feldmann, Markus |
An Upper Shelf Criterion for the Choice of Steel based on Fracture Mechanics |
218-229 |
Ferrand, David |
Construction Engineering of the Kanchanaphisek Bridge |
29-38 |
Firth, Ian |
Bridge-specific Assessment Techniques for the Strengthening and Refurbishment of the West Gate Bridge, Melbourne |
47-54 |
Fujii, Mahito |
Noncontact Dynamic Displacement Measurement Using FSF Laser |
110-116 |
Fujiwara, Hiromi |
Development of Cross Section Repairing Material with High Thixotropy |
45-51 |
Furtner, Peter |
Ship crash into a river bridge – monitoring of the damaged structure |
10-17 |
Furtner, Peter |
SHM at the Civil Infrastructure: Recent Progress & Future Demands |
1-9 |
Ge, Yao Jun |
Towards Sustainable Development of Bridge Engineering: Chinese Lessons and Experiences |
19-28 |
Geier, Roman |
Monitoring Experiences on Integral Bridges |
1-10 |
Gerhaher, Ulrich |
Effectiveness of Fiber Reinforced Elastomeric Bearings as Anti-Seismic Devices |
48-57 |
Glaeser, Christian |
Concrete Bridge Perimeter Strips using Micro Hollow Spheres |
75-84 |
Goulet, James-A. |
Structural Identification to Improve Bridge Management |
120-129 |
Grundy, Paul |
Structural Lessons from Wenchuan 5-12 for Disaster Risk Reduction |
11-18 |
Guo, Y. L. |
Optimal Sensor Layout for Bridges Subject to Ship Collision |
71-80 |
Haas, Trevor |
Evaluation of End Buffer Impact Forces |
28-37 |
Hällmark, Robert |
Prefabricated Composite Bridges |
107-117 |
Han, Daguang |
Factor of Transverse Rebar Affecting Crack Behaviors of Concrete Element Subjected to Bending |
23-32 |
Harryson, Peter |
The i-Bridge, an Industrial Bridge Concept, Feasibility Studies |
63-72 |
Heathcote, Paul M. |
Design of Externally Plated R.C. Beams Against Premature Interface Debonding Failure |
46-55 |
Hoang, Linh C. |
Serviceability Performance of Material Efficient Concrete Structures |
28-37 |
Hu, Nan |
The Application of Bionics Ideas in Bridge Design |
103-112 |
Hu, Nan |
The Introduction of High-Speed Railway Bridges in Wuhan-Guangzhou Passenger Dedicated Line, China |
45-54 |
Humpf, Karl |
Puente Mercosur – Truss Girder Bridge across the Orinoco |
65-74 |
Humpf, Karl |
Steel Decks under Temperature Loads due to Road Surfacing |
38-44 |
Hung, Tran Viet |
Seismic resistance assessment of multi-span continuous bridge in Vietnam by dynamic response analysis |
28-37 |
Iguchi, Shin-ichi |
Study on Strain Calculational Technique of Concrete Bridges by Frame Analysis |
146-155 |
Imagawa, Yusuke |
Design of Fire Protection for Steel Girder Bridges |
210-217 |
Inada, Tatsuo |
A Study Concerning the Way Building Construction should be in the Era of "Low Carbon Emission" |
40-46 |
Jackson, Andrew |
Combined Lower and Upper Bound Plastic Analysis: Better than the Sum of its Parts |
65-74 |
James, Ian |
Design Features of the Bangkok Transit System Extension Sukhumvit Line – Part 1 |
80-91 |
Janjic, Dorian |
Analysis of Composite Bridges in Practice – a Holistic Approach |
117-126 |
Järvinen, Vesa |
Development of Safe Impact Performance Vehicle Parapets for Bridges |
18-27 |
Jayaguru, C |
Sustainable Frames for Seismic Resistance to Captive Column Defects |
1-9 |
Jenngamkul, Thiem |
The Construction of Precast Segmental Bridge in Rural Area |
235-242 |
Jenngamkul, Thiem |
Evaluation of Concrete Bridge Conditions Case Study at Nakornchaisri Bridge, Thailand |
148-153 |
Jensen, Uffe G. |
Shear Test on RC Elements with Circular Cross Section |
51-60 |
Jie, Zhang |
Research on method and system for bridge safety assessment |
209-220 |
Josat, Ole |
Sustainable Bridge Constructions -Elegant arches - filigree structures - cost effective design |
40-56 |
Julieth, Daymaru |
Influence of Irregularity of the Substructure on Seismic Behavior of Highway Bridges |
58-65 |
Jung, Chi-Young |
Static Behavior of Composite Beam according to the Degree of Shear Connection considering the Stud Shear Connection |
136-145 |
Jung, Doyoung |
Application of BIM to a Cable-stayed Bridge Construction |
62-69 |
Jung, Wooyoung |
A Study on the Development of Seismic Fragility Function for Construction of Earthquake Damage Assessment System in Korea |
73-81 |
Jurado, Carlos |
Bridge E-8 in the New Railroad of High Velocity to the Northwest of Spain |
39-44 |
Jurado, Carlos |
Marquee in the new railway station of Malaga |
85-89 |
Kaito, Kiyoyuki |
Bridge Vibration Monitoring using Passing Train Loads |
173-180 |
Kaito, Kiyoyuki |
Decision Making On Repair Priority of Steel Railway Bridges Under Budget Constraint |
165-172 |
Kanda, Jun |
Lifecycle cost variation of building with social aspects |
1-7 |
Kawamoto, Shin-ichiro |
Structural Design of Office Building Using Seismic Suppression System with Monitor |
69-78 |
Khamdee, Suravut |
Design of Industrial Ring Road Project, Bangkok, Thailand |
55-62 |
Khasraghy, Sara Ghadimi |
Numerical Simulation of Consecutive Rockfall Impacts on Reinforced Concrete Slabs |
75-84 |
Kim, Byung-Suk |
Design and Construction of Innovative UHPC Pedestrian Cable Stayed Bridge in Korea |
132-139 |
Kim, Jae Hong |
The Planning and Design of the Gwangyang Suspension Bridge in Korea |
138-147 |
Kim, Jang Ho Jay |
Flexural Strength and Drying Shrinkage Cracking of Concrete Mixed with Hwang-toh |
158-166 |
Kim, Jang-Ho Jay |
Result Verification of Performance Based Material Design Method using Satisfaction Curves |
42-48 |
Kim, Young-Min |
Stabilizing Measures of the BGFL Bridge during Construction by TMD |
20-27 |
King, Michael William |
Monitoring Structural Health of Penang Bridge Using Online System |
30-39 |
Kinoshita, Koji |
Effect of Improvement by Applying Undermaching Weld Materials on Fatigue Strength of Load-Carrying Fillet Welded Cruciform Joints Made of High Strength Steel |
9-13 |
Kinoshita, Koji |
Evaluation of Fatigue Crack Initiation Point of Load Carrying Cruciform Welded Joints |
61-68 |
Kite, Steve |
Stonecutters Bridge – Project Summary |
19-28 |
Kiviluoma, Risto |
Surveillance Research Results of Road Bridges in Finland |
20-29 |
Knežević, Miloš |
Detailed Spatial Plan of Highway Corridor in Montenegro |
40-49 |
Komarek, Rebecca L. |
Green Buildings and Structural Engineering |
1-18 |
Komatsu, Shinji |
Retrofit of Wooden Temple Based on Long-Life Eco-Friendly Concept |
135-144 |
Konrad, Matthias |
Assessment of the Current Approach in Eurocode 4 to Determine the Load Capacity of Headed Stud an a Trough of Trapezoidal Steel Sheetings |
140-147 |
Kostinakis, Konstantinos |
Influence of orientation of seismic records on structural response |
21-30 |
Krishnamra, Navapol |
Spiral Post-tensioning System for Concrete Members |
72-79 |
Kuehni, Katrin |
A Management System for the Maintenance of Waterway Infrastructures |
30-37 |
Kwon, Soon-Duck |
Reduction Program of Accident Risk for Vehicles in High Cross Winds |
96-99 |
Kwon, Soon-Duck |
Urban Maglev Transportation System and Its Dynamic Coupling Behaviours |
54-61 |
Kwon, Young Bong |
Prediction of the Compressive Strength of Longitudinally Stiffened Plates Undergoing Buckling Interaction |
140-147 |
Kyung, Kab-Soo |
Analysis of Fatigue Behavior of Steel-Concrete Composite Bridge Deck |
174-183 |
Lagoda, Grazyna |
Strengthening steel bridge across Vistula River in Poland |
156-164 |
Largent, Jean-Jacques |
Impact Challenger Exhibition Halls and Convention Center |
1-7 |
Lee, Dong-Kyu |
Maximum Eigenfrequency-Based Topology Optimization Design Considering Non-Stochastic Uncertainty Problem |
250-262 |
Lee, Jong Seh |
Advanced Robot System for Automated Bridge Inspection and Monitoring |
45-52 |
Lee, Man-Seop |
Rheological Approaches on Prediction of Time-dependent Behaviors for Concrete Used in FCM Bridges of Korea |
16-23 |
Leijten, Ad J.M. |
Perpendicular to grain bearing strength of timber |
145-153 |
Lenwari, Akhrawat |
Field Investigation on Slab-on-Girder Steel Bridges Over Intersections in Thailand |
1-9 |
Li, Y.B. |
Global Mechanical Behavior of Kilometer-Level Cable-Stayed Bridge under Static Loads |
72-79 |
Li, Zhenxin |
Influence Factor Analysis of POA based on River-Spanning Approach Bridge |
76-85 |
Lim, Kuang Yak |
Seismic Retrofit Analysis Approach of Bart A-Line North Aerial Structures |
88-108 |
Lim, Kye Young |
A Repair Robot System for Automated Bridge Maintenance |
82-87 |
Liu, Chao |
Application of Space Frame Lattice Model in a Box-Girder Bridge |
148-157 |
Liu, Jianfeng |
Dynamic Characteristics of an Ultra-long Cable-stayed Bridge |
240-249 |
Low, Angus |
The Use of Wrench Lines For The Design of Structures |
57-64 |
Lu, Xilin |
Urban Building Damages in Sichuan Earthquake and Seismic Design Countermeasures in Reconstruction |
1-10 |
Luechinger, Paul |
Design and Assessment of Structures as a Concerted Planning Process |
29-41 |
Lukkunaprasit, Panitan |
Tsunami Loading - From Experiments to Field Load Test |
1-8 |
Ma, Junhai |
Life-cycle Based Design Strategies and Approaches of Bridges |
60-68 |
Makaratat, Nattapong |
Utilization of Calcium Carbide Residue-Fly Ash Mixture as a Cementing Material in Concrete |
11-18 |
Maneetes, Hathairat |
Evaluation of Seismic Performance of Bridges in Thailand |
38-47 |
Mangerig, Ingbert |
The Concrete Dowel – A resource efficient Shear Connector. |
86-95 |
Mangerig, Ingbert |
A new cost efficient measurement system for bridges |
87-96 |
Mans, Dirk G. |
Evaluation of the Risk Management of Structural Safety in 15 Building Projects |
85-93 |
Maydl, Peter |
Design for Sustainability – Demands for the Integrated Performance of Buildings |
1-6 |
Melcher, Jindrich J. |
Problems of code design concepts ensuring the reliability and efficiency of structures |
117-122 |
Mellier, Erik |
High Level Engineering for Stay Cable Replacement |
230-239 |
Mendez, Carlos |
Earthquake Damage Mitigation of Seismically Isolated Curved Viaducts |
1-10 |
Mestek, Peter |
Joints in wide-span Timber Trusses – Failures and Rehabilitations |
113-121 |
Methner, Raphael |
Adjusted Design Concept for Integral Concrete bridges |
1-9 |
Meyboom, AnnaLisa |
Sustainable Urban Transportation Infrastructure-A Design Approach |
19-29 |
Meyer, Max |
State-of-Art Bridge Deck Construction |
15-22 |
Min, Kyung-Hwan |
Practical Use of 60 MPa Cast-in-Placing High-Strength Concrete for PSC Bridges |
36-43 |
Miyamoto, Ayaho |
IT-based Bridge Health Monitoring for Sustainable Infrastructure |
22-29 |
Miyazaki, Sanae |
Effective Design of Automatic and Real-time Bridge Monitoring System |
191-198 |
Mondschein, Petr |
Pavement Structure for Low-capacity Roads with Different Recycled Materials Utilization |
113-122 |
Montens, Serge |
Crocodiles Protection: Impact for Chambal River Bridge Design |
128-137 |
Morgenthal, Guido |
Innovative Construction Engineering for Stonecutters Bridge |
8-17 |
Muhunthan, Bala |
Linear Programming Approach for Upgrading Bridge Infrastructure Networks |
11-19 |
Mukhopadhyay, Parthasarathi |
Performance of Sidr affected a Few Typical Non-engineered Buildings at the Ganges Delta |
10-19 |
Muthupriya, P. |
Experimental Investigation on Behaviour of High Performance Reinforced Concrete Columns |
109-126 |
Mutsuyoshi, Hiroshi |
Development of New Hybrid Composite Girders |
42-49 |
Myint, U Than |
Impact of Cyclone Nargis on Disaster Risk Reduction in Myanmar |
9-15 |
Nagase, Satoru |
Seismically isolated Building for Disaster Prevention and long Life |
56-65 |
Nakamura, Shunichi |
Effectiveness of Repair Methods of Corroded Bridge Cables |
76-85 |
Nijsse, Rob |
Corrugated Glass as Improvement to the Structural Resistance of Glass |
73-85 |
Nyomboi, Timothy |
Shear Design Performance of Beams Reinforced with Steel Fibers and Stirrups |
93-102 |
Ogura, Hiroki |
Analysis for Flexural Failure Behavior of PET Fiber Reinforced Cementitious Composites by Means of 3-D Meso-scale Analysis |
66-75 |
Oshima, Toshiyuki |
Damage identification for civil infrastructure employing a strain energy based approach |
8-15 |
Oviedo, Juan Andrés |
Story Drift Response of R/C Buildings with Hysteretic Dampers |
41-50 |
Pak, Daniel |
Economic design of composite bridges with integral abutments |
56-65 |
Panandiker, Neena |
Effective Use of Building Materials for Sustainable Development |
212-217 |
Park, Jongchil |
Vibration Monitoring of Stay Cables Using Image Making and Pattern Recognition |
130-137 |
Park, Wonsuk |
Dynamic Analysis of Cable-Stayed Bridge under Construction Considering Hoisting Deck Segment Motion |
1-10 |
Patel, Purvik |
Performance of New Homes in a Category 4 Hurricane |
24-32 |
Petrangeli, Marco |
Bridge repair by external prestress: the Gibe crossing in Ethiopia |
10-19 |
Petrangeli, Marco |
The Chiani suspension Bridge: a complete overhaul |
181-190 |
Pongsa, Wisit U. |
The Design and Construction of Ocean Outfall Diffuser for Samut Prakarn Wastewater Management |
1-14 |
Prakunhungsit, Siri |
The Highly Sustainable Kanchanaphisek Bridge—Thailand’s Longest Span |
37-45 |
Radic, Jure |
Analysis and Design of Peljesac Bridge in Croatia |
27-36 |
Radic, Jure |
Two new bridges across Sava River in Zagreb |
118-127 |
Radlbeck, Christina |
Sustainability of Steel Structures |
243-249 |
Rauch, Marion |
On the Conception of Reinforced UHPC Structural Elements |
56-65 |
Rauscher, Sabine |
Shear Connectors in Steel Fiber Reinforced Ultra High Performance Concrete |
75-82 |
Rayamajhi, Deepak |
Different Techniques for the Modeling of Concrete Box Girder Bridges |
68-77 |
Retzepis, Ioannis |
Increasing the Safety of Railway Bridges by Continuous Monitoring |
19-26 |
Ritdumrongkul, Sopon |
Design of Palm Jumeirah Monorail |
37-43 |
Robertson, Ian |
Development of Performance Based Tsunami Engineering, PBTE |
16-23 |
Rölle, Lars |
Alternate load path method for robust design by ductile steel and composite joints |
52-59 |
Rosković, Ružica |
Mixed Cements for Environmentally Sustainable Concrete Types |
60-67 |
Roy, B C |
Sports Facilities - Planning and Engineering |
1-8 |
Roy, Bijan Kumar |
Design of Tuned Mass Damper under Bounded Uncertain Parameters |
148-157 |
Saito, Masamichi |
Renewal of Railway Steel Bridges by Integration with Concrete Slab |
122-129 |
Santos, L. Oliveira |
Upgrading of São João Bridge Structural Health Monitoring System |
105-112 |
Santos, S. Pompeu |
The TISB and the TMF Concepts: Application on a Proposal for a Roadway Tunnel Crossing the Tagus River in Lisbon |
9-18 |
Schladitz, Frank |
Strengthening of a Barrel-Shaped Roof using Textile Reinforced Concrete |
1-10 |
Schreck, Bettina |
The implementation of transport systems in Delhi as a way to improve air quality and mobility management |
73-83 |
Schuëller, G.I. |
Performance-based Design using Optimization and Probabilistic Tools |
1-10 |
Seitz, Peter |
Saadiyat Bridge Abu Dhabi – One Bridge, Three Construction Methods |
18-26 |
Selçukoglu, Eyüp |
Towards the Plastic Design of Glulam Concrete Composite Structures |
20-29 |
Serdar, Marijana |
Shrinkage and Creep of Concrete Prepared with Quaternary Blended Cement |
123-131 |
Siebert, Barbara |
Design and Calculation of Modern Glass Constructions |
15-25 |
Siebert, Barbara |
Glass and Aluminium - An Example of Innovative Façade Design |
193-200 |
Siebert, Barbara |
Rehabilitation of the Library of the University of Würzburg |
76-84 |
Siebert, Geralt |
Earthquake Tests of Glass Structures |
86-95 |
Siebert, Geralt |
Systems for fixing of solar panels |
201-209 |
Sim, Jongsung |
Bond Performance of Ribbed Type of GFRP Rebar to Concrete at High Temperature |
19-25 |
Singh, Mahendra P. |
Thermal Environmental Effects on Modal Parameters and Health Monitoring of Bridge Structures |
21-30 |
Sirimontree, Sayan |
Analytical Model for Prediction of Flexural Behaviors of PC Girder |
49-57 |
Siviero, Enzo |
Bridge and Viaduct in the Landscape: Reasons of the Shape |
11-18 |
Siviero, Enzo |
Technical Plan for the Realization of Five Footbridges in the Ring Road of Catania |
110-113 |
Sobhan, M. A. |
Gulshan Lake Bridge: Life and link between two Urban Communities |
85-92 |
Son, Jung Baeg |
Generating Historical Condition Ratings for the Reliable Prediction of Bridge Deteriorations |
44-53 |
Song, Jin-Kyu |
Development of Geopolymer Concrete with Mixing Condition |
32-41 |
Sossou, Gnida |
Creep Influence on Reliability and Stability of Concrete Structures |
127-136 |
Spuler, Thomas |
Special Requirements of Large Modular Expansion Joints |
194-203 |
Spuler, Thomas |
World’s largest Sliding Finger Joints for the Audubon Bridge |
63-72 |
Stipanic, Bratislav |
Bridge across Vistula River in Plock (Poland) – Project Realization |
30-39 |
Strauss, Alfred |
Reliability Assessment and Prediction using Monitoring Information |
73-86 |
Su, Di |
Local Train-Induced Vibration in High-Speed Train Steel Bridge |
44-53 |
Su, Qingtian |
Effect of Orientation on the Shear Strength of Perfobond Shear Connectors |
184-192 |
Suganuma, Hisatada |
Fatigue Reinforcement With Attaching UFC Panels On Orthotropic Steel Deck |
31-40 |
Sugiura, Hiroshi |
Proposal of Repair for Corroded Steel Members by Carbon Fiber Sheets |
75-84 |
Suksuwan, Nukul |
Development of Computer Applications for Bridge Management System |
130-139 |
Sun, Limin |
Simulations and Experiments on Wire Breakage Monitoring of Cable by Using AE |
102-109 |
Supartono, FX. |
Aerostatic and Aerodynamic Study of Melak Cable Stayed Bridge |
11-20 |
Suter, René |
High Performance Fibre Reinforced Concrete for Double-Tee Beams |
26-33 |
Szyniszewski, Stefan |
Dynamic Energy Balance Approach to Progressive Collapse Prevention |
52-61 |
Szyniszewski, Stefan |
Probabilistic Scenario Approach to Structural Design |
100-109 |
Tajima, Tomonori |
Evaluation of Pocket-type Rock Net by Full Scale Tests |
10-19 |
Takeguchi, Masahiro |
Seismic Performance Verification of the Akashi-Kaikyo Bridge |
1-10 |
Tanijaya, Jonie |
The Application of the Finite Strip Method on Curved Box Girder Bridges |
112-119 |
Thang, Do Dai |
A Study on Behavior of Continuous Steel Box Girder Bridges Constructed by Applying Up-Down Construction Method |
137-147 |
Thapliyal, P.C. |
Innovative Epoxy Coating for the Protection of Concrete Structures |
54-62 |
Tsai, Chih Ta |
Use of Construction Wastes to Produce Recycling Aggregate through Cold-bonding Technique |
178-186 |
Turmo, José |
Shortening the Critical Path in the Construction of Concrete Viaducts |
92-101 |
Ueda, Tamon |
ACMC – Performance Based Code for Design, Construction and Maintenance |
11-19 |
Uy, Brian |
Modelling of Concrete-Filled Stainless Steel Columns in Fire |
25-34 |
Valentin, Jan |
Experimental Results on Warm Asphalt Mixes in Czech Republic |
26-35 |
Van Bogaert, Philippe |
Wind and wind gust effect on narrow composite arch bridges |
33-41 |
Wang, Yuqian |
Design Service Life Determination for Bridge Structural Elements |
63-70 |
Weller, Bernhard |
Components for Local Load Transfer at Glass Compression Layers |
158-167 |
Weller, Bernhard |
Investigations and testing of full-scale glass roofs for individual approval |
148-157 |
Weller, Bernhard |
Sustainable und transparent glass roofs - concept and geometry |
50-59 |
Wendner, Roman |
Preliminary Study on the Long-term Stability of Fiber-Optic Sensors |
52-61 |
Wieland, Martin |
Safety and Lifespan of Critical Infrastructure Projects with Large Damage Potential: Large Dams |
16-21 |
Wießflecker, Thomas |
Innovative Indoor Positioning Allowing for Safe Infrastructure |
62-71 |
Wium, Jan A |
Rocking shear wall foundations in regions of moderate seismicity |
66-75 |
Wörner, Johann-Dietrich |
Bolted connections for the transparent thermoplastic PMMA |
1-10 |
Wu, Du |
Damage to bridge engineering during Ms 8.0 earthquake in Wenchuan |
19-27 |
Xiao, Yan |
Developing Modern Bamboo Structures for Sustainable Construction |
14-21 |
Yabe Nagai, Akito |
Sensitivity Analysis for Deteriorating Bridges using Bus Acceleration Sensors |
53-62 |
Yaiaroon, Niphan |
Comparison of Probabilistic Extreme Traffic Load-Effect Models Based on Australian Weigh-In-Motion Data |
45-55 |
Yamao, Toshitaka |
Development of a high energy absorbing device composed of curved members |
24-30 |
Yamao, Toshitaka |
Proposal of nonlinear dynamic analytical method taking account of effects of local buckling damage |
31-40 |
Yang, Hsi-Chi |
An Investigation on the Performance of the Sealing Gaskets Used in Shielded Tunnels in Taipei MRT Projects |
138-145 |
Yang, Yongxin |
Improving Aerodynamic Stability of Long-Span Bridges with slight adjustment on Girder Sections |
42-51 |
Yoo, D-H. |
Design of Cheong-Poong (Steel-concrete Hybrid cable-stayed) bridge |
63-72 |
Yoon, Young-Soo |
Benefits of Using HSC for Improving Tensile Stresses on I-Type Prestressed Concrete Girders |
10-15 |
Ytreberg, Dag Ivar |
The Extensive Cladding of Drammen Bridge, Norway |
30-39 |
Zach, Jiri |
Design of HPC composition from point of view of hydration heat development |
60-67 |
Zach, Jiri |
Investigation of Anti-noise Absorptions Walls Development with Utilization of Waste from Agriculture |
187-193 |
Zanaica, Luca |
Design of Storey-Isolation System in Multi-Storey Buildings |
83-92 |
Zastavni, Denis |
Maillart’s design methods and sustainable design |
20-28 |
Zhang, Jiangtao |
Simulation of Composite Deck-girder Bridge by Solid Elements |
35-44 |
Zhao, Cheng |
Buckling of Thin-walled Cylinder Shell Specimens with Cut-out Imperfections |
79-88 |
Zhao, Yu |
Application of Plastic Theory to Shear Strength Prediction of External Prestressed Concrete Beams |
263-271 |
Zhu, Liang |
Identification of Cable Damage Based on the Bridge Health Monitoring System |
55-62 |
Zona, Alessandro |
Probabilistic Analysis for Design Assessment of Composite Girders |
102-111 |
Zonta, Daniele |
A Tool for Planning the Future of Regional Infrastructure |
63-72 |
Zwicky, Daia |
Improving the Performance of Timber Beams with Prestressed Laminates |
7-14 |