A Wium, Jan |
The Role of Structural Engineers in Poverty Reduction |
1-9 |
A. Daniel, Ryszard |
Preliminary Design of Four Optional Long Bridge Solutions for the Western Scheldt Crossing, Netherlands |
1-8 |
Abbas, Tajammal |
Quantification of the Effects of Turbulence in Wind on the Vortex-induced Vibrations |
1-8 |
Ahmad, Hassan |
Rehabilitation and Upgradation of Major Dhyan Chand National Stadium |
1-6 |
An, Tongxiang |
Impact on the Seismic Performance of Steel Pipe Sheet Pile Foundation by the Joint Mechanical Properties |
1-8 |
B. Matar, Hany |
Traffic Actions for the Design of Roadway Bridges: A Comparison of International Codes |
1-11 |
Bandyopadhyay, D |
Structural Health Monitoring of a Railway Truss Bridge from Limited Static & Dynamic Responses |
1-8 |
Bandyopadhyay, D |
A Two-Stage System Identification of Truss Bridge from Limited Measured Static Responses |
1-8 |
Bandyopadhyay, N. |
Third Karnaphuli Bridge in Bangladesh – Design & Construction |
1-8 |
Basu, Arindam |
Innovative design and construction of pier head for Nivedita Setu |
1-5 |
Bhattacharya, Saprava |
Best practices in the use of Steel Box Girders for medium and long span Bridges in UK and Europe |
1-8 |
Bhowmick, Alok |
Challenges Faced In Design of Most Unbalanced Cantilever Continuous P.S.C. Bridge Over River Munawar at Beripattan, in J&K, India |
1-9 |
C. Badoux, John |
Poverty Alleviation through bridge building |
1-4 |
Cardone, Donatello |
Improving the thermal behavior of steel tendons by shape memory alloys |
1-8 |
Cederfeldt, Lars |
High Strength Steel in Friends Arena Savings in Weight and Cost |
1-7 |
Chakraborty, S S |
Infrastructure Engineering and Poverty Alleviation |
1-7 |
Chandra, Mahesh |
Prevention of Corrosion by Generating Potential in Reinforcement Steel Using Piezoelectric Material |
1-4 |
Chandra B.S., Sudhir |
Some Interesting Construction features in Namma Metro Viaducts and Stations |
1-12 |
Chatterjee, S |
Design Features of IG Stadium |
1-5 |
Chatterjee, S |
Design Features of K.D Yadav Wrestling Stadium |
1-5 |
Chin, Won Jong |
Innovative Slip Form Method for the Construction of Tapered Concrete Pylon of Long-Span Cable Bridge |
1-6 |
Choi, Dong-Ho |
Equivalent Model for Tower Design of Four-span Suspension Bridges |
1-4 |
Choi, Dong-Ho |
Estimation of Inelastic Buckling Collapse Loads for Steel Cable-Stayed Bridges |
1-4 |
Chompooming, Kridayuth |
Field Measurement and Load Testing of the Rama IX Cable-Stayed Bridge |
1-8 |
Christensen, Søren Christen |
Izmit Bay Suspension Bridge Global Analyses incorporating Local Sub Models |
1-7 |
Combault, Jacques |
Fifty years of Bridge History |
1-10 |
Correa, Cristobal |
Suspension Roof Systems in the Age of Building Information Modelling |
1-8 |
Cugnet, Herve |
Mass Rapid Transit System Challenges for Indian Cities |
1-8 |
D Brettel, Peter |
Evolution of the Ohio River Bridges Project in Kentucky/Indiana |
1-7 |
Dezi, Luigino |
Simplified Method to Analyse Casting Sequences of Composite Bridge Slabs |
1-8 |
Dezi, Luigino |
Slab Cracking Influence in the Fatigue Assessment of Continuous Composite Decks |
1-8 |
Dhiman, R K |
Bridge Construction Management |
1-5 |
Din Jamal, Assad |
Izmit Bay Suspension Bridge – Substructure Design |
1-8 |
El Shenawy, El Araby |
Stay cable forces under dead load for cable-stayed and extradosed bridges |
1-8 |
Endicott, John |
Lessons learned from the collapse of the Nicoll Highway in Singapore April 2004 |
1-6 |
Ernst, Christian |
Towards a new agenda for Integrated Design |
1-7 |
Franck, Lee |
Design of a Folded Roof for the V&A Museum in London |
1-8 |
Furtner, Peter |
Structural Health Monitoring of Signature Bridge in Delhi – the Bridge-Structural-Health-Monitoring-System |
1-9 |
Gancia, Gian Michele |
The Mineral Storeyard Confinement Structures: A Case Study |
1-7 |
Gao, Yanmei |
Scheme Comparison of Super-Large Span Bridge under the Condition of Limited Building Height |
1-8 |
Germain, Didier |
Investigations on a degraded suspension bridge: damage characterization and rehabilitation |
1-8 |
Goel, Rajeev |
Development of Bridge Maintenance Management System in GIS Environment |
1-6 |
Göppert, Knut |
Invention and Innovation – New roof concepts for large sports stadia |
1-7 |
Göppert, Knut |
Jawaharlal Nehru Stadium (JNS) |
1-5 |
Guliani, RBS |
Long Span Steel Arch Bridges |
1-8 |
Hallermann, Norman |
Unmanned aerial vehicles (UAV) for the assessment of existing structures |
1-8 |
Hemant K, Sharma |
Kolkata Metro including the East West Metro |
1-10 |
Hoang, Vu |
Stability Analysis of the Effect of Soil Settlement on a Cable-Stayed Bridge in the Mekong River Delta |
1-8 |
Hosokawa, Hajime |
How the Quality of Cable to be Secured on Cable-Supported Bridge |
1-8 |
Hołowaty, Janusz |
Investigation of fastening failure in tram track structure on a bridge over the Vistula River |
1-8 |
Hussain, Naeem |
Can Design Competitions give Value for Money |
1-8 |
Hwang, Eui-Seung |
Design live load model for long span bridges |
1-8 |
Imsom-Somboon, Sayan |
Distress Prevention during Construction Stages of a Very Sharp Horizontally Curved Bridge |
1-8 |
Imsom-Somboon, Sayan |
New Phra Nang Klao Bridge |
1-8 |
Jakobsen, Svein Erik |
Development of Concept for a Floating Bridge for crossing the Sognefjord in Norway |
1-5 |
Janjic, Dorian |
Dynamic Train-Bridge Interaction in Monorail Sao Paulo Metro Line 2 |
1-8 |
Janjic, Dorian |
Forward Analysis and Erection Control of Gwangyang Bridge |
1-8 |
Jatkar, Mohan V. |
Construction Planning for India's first "Signature Bridge" |
1-3 |
Jurado, Carlos |
Great roof marquee in the new railway station for high speed trains of Málaga |
1-7 |
K. Basu, Tuhin |
Three Generations of Bridging Over the Cooper River |
1-9 |
Kasuga, Akio |
Innovation in Long Span Concrete Bridges |
1-11 |
Kawakami, Takeshi |
Izmit Bay Suspension Bridge – Overview of the Project |
1-8 |
Khedkar, Suhas |
The iconic Bandra Worli Sealink in the city of Mumbai, India – Construction of the Bandra Cable-Stayed Bridges |
1-8 |
Khorshed Alam, S. M. |
Emerging Bridge Construction Industry of Bangladesh: Promise and Prosperity |
1-8 |
Kim, Jong Seo |
Ultimate Strength Evaluation for Wide-Type Box Girders in Cable-Supported Bridges |
1-8 |
Kim Hong, Namhee |
Design Trend of Tower Shapes toward Long-Span Suspension Bridges |
1-10 |
King, Mike |
Design of the Singapore Sports Hub Roof with High Strength Niobium Steel |
1-8 |
Kiss, Zoltan |
A long span structure in Romania |
1-8 |
Koljushev, Igor |
Engineering solutions for Golden Horn Bay Bridge with V-shaped pylons |
1-5 |
Koljushev, Igor |
The new football stadium roof in Saint-Petersburg, Russia |
1-6 |
Krishna, Prem |
The Uttarakhand Tragedy of June 2013 – A Note |
1-5 |
Kumar, K. Suresh |
Role of Wind Tunnels in Assessing Wind Effects on Long Span Roofs |
1-8 |
Kundu, Ashit |
Challenges in Bridge Construction over a canal of crocodiles at an extremely remote location thirty years ago |
1-7 |
L. Stroh, Steven |
Overview of Research Project on Double Composite Steel Bridge |
1-8 |
Lam, Nelson |
Rapid Assessment for Collapse Vulnerability of Non-Ductile Structures in Areas of Low and Moderate Seismicity |
1-12 |
Larsson, Oskar |
Geometrical influence on transverse thermal stresses in concrete bridge sections |
1-8 |
Le Treut, Brice |
Innovative erection methods for long span roofs: two outstanding examples |
1-8 |
Lee, Minjae |
Analysis and Experiments on the Secondary Stresses of the Parallel Wire Cable in Suspension Bridge |
1-4 |
Lee, Myeong-jae |
Long Span Suspension Bridge Spanning up to 2800m with Longer Design Life |
1-8 |
Li, Qiao |
Experimental Study on PBL Shear Connector Composite Structures |
1-9 |
Limsuwan, Ekasit |
Long-span Roof Truss Elements Space Frames |
1-4 |
Limsuwan, Ekasit |
Partial Prestressing of Long Span Steel Truss Girder |
1-4 |
Majumdar, Santanu |
Indian railway bridges – adoption of new bearing technology to support the progression towards long span bridges |
1-8 |
Meguro, Kimiro |
Towards implementation of safer built environment by integrating technological and social approaches |
1-9 |
Mellier, Erik |
State-of-the-art extradosed cable technology |
1-8 |
Meyer, Max |
Rajiv Gandhi Sealink – Mumbai: Design and construction of the Bandra and Worli Twin Cable-stayed Bridges |
1-7 |
Mikkonen, Atte |
Use of 3D Product Modeling in Cable Stayed Bridge Design and Construction |
1-9 |
Min Park, Chan |
New Approach on the Safety Factor of Cable in Long-span Bridges |
1-7 |
Mohamed Taib, Ismail bin |
Sustainability Through Innovation in Design and Construction – Second Penang Bridge, Malaysia |
1-8 |
Morgenthal, Guido |
Numerical Analysis of Highly Nonlinear Effects in Bridge Dynamics |
1-9 |
Murthy, P.R.K. |
Challenges in Implementation of Urban Transport Projects in Mumbai |
1-6 |
Nijsse, Rob |
Glass in structures; promising developments |
1-7 |
Nuruzzaman, Abu Saleh Md. |
Long Span Road Bridges of Bangladesh: Design Concept Problem Faced and Lesson Learnt |
1-7 |
Oliveira Santos, Luís |
SHM of the new bridge over the River Sado in Portugal during construction |
1-8 |
Paik, Inyeol |
Investigation of Design Loads and Load Combinations for Limit State Design of Long Span Cable-Supported Bridge |
1-8 |
Park, Jinwook |
Time-domain Aero elastic Analysis of Bridge using a Truncated Fourier Series of the Aerodynamic Transfer Function |
1-7 |
Park, Junyong |
Dynamic FE Model Updating of a Cable-Stayed Bridge |
1-8 |
Park, Wonsuk |
Vessel Collision Design Method for Long-Span Bridges |
1-7 |
Pirazzi, Claudio |
The Roof of the Swiss Tech Convention Center in Lausanne – Structural Design and Execution |
1-7 |
Pulkkinen, Pekka |
Design of the Chenab Bridge in India |
1-8 |
Qin, Shunquan |
Equilibrium Equation for Spatial Frame Structure Constructed in Stages and Its Applications |
1-8 |
Rajeshirke, Umesh |
Design and Construction of Pedestrian Bridge at Kharghar, Navi Mumbai, India |
1-8 |
Ray, Soumya |
Design Features of Roof of Weightlifting Stadium |
1-7 |
Riches, Oliver |
Structural Health Monitoring System for the New Forth Crossing |
1-8 |
Romo, José |
Orio Bridge: an innovative hybrid: cable stayed – suspended structure |
1-8 |
Roy, B. C. |
Second Vivekananda Bridge, Kolkata, India |
1-9 |
Schlaich, Mike |
Condition of Vidyasagar Setu – Cable-Stayed Bridge in Kolkata |
1-5 |
Schlaich, Mike |
Design Features of Bardhaman Cable Stayed Road Over Bridge |
1-7 |
Schlaich, Mike |
The Signature Cable-Stayed Bridge in New Delhi |
1-8 |
Schueller, Matthias |
Design and Construction of Multi-Span Extradosed Bridges |
1-10 |
Seitz, Peter |
Kuala Lumpur Monorail Line Fleet Extension |
1-9 |
Sengupta, Anirban |
Large Span Sports Structures – a case study |
1-8 |
Sengupta, Sumantra |
Design of tall railway bridges in North-East India |
1-9 |
Sham, Robin |
The use of science in long span bridge engineering |
1-11 |
Shan, Deshan |
Bridge Structural Damage Location Identification under Seismic Action |
1-9 |
Shan, Deshan |
Damage Location Identification of Railway Bridge under moving Train |
1-8 |
Shan, Deshan |
Longitudinal Vibration Control of Long-span Railway Cable-Stayed Bridge |
1-5 |
Shan, Deshan |
Modal Parameters Identification of Bridge Structure Based on Time-Frequency Domain |
1-8 |
Siddique, Sabbir |
Stability Analysis of Slender Passageway of AUW's Campus Center |
1-7 |
Siebert, Barbara |
Glass Covering of long span Roofs |
1-8 |
Silman, Robert |
Technology As a Means of Reducing Poverty |
1-5 |
Singh, Ravinder Bir |
Planning and Design of Long Span Bridges |
1-5 |
Sinha, N.K. |
Extradosed Bridges for Major River on Vadodara Mumbai Expressway |
1-7 |
Sirimontree, Sayan |
Diagnostic Load Test of Continuous Prestressed Box Girder Bridge |
1-8 |
Snijder, Bert |
Fatigue of Threaded Rods in Cable Anchorages due to Vortex Shedding |
1-8 |
Sobrino, Juan |
Cost-effectiveness of balanced cantilever girder bridges versus cable supported bridges |
1-8 |
Sohal, Gurpreet Singh |
New Generation Foot Bridge for Delhi: Design and Construction |
1-9 |
Soman, Rohan |
Optimisation of Multi-type Sensor Placement for SHM based on application demands |
1-9 |
Song, Yupu |
An Experimental Study of residual strain in partially prestressed concrete beams under fatigue loading |
1-8 |
Spuler, Thomas |
Assessment of the condition and performance of long span bridges using automated monitoring systems – optimising inspection and maintenance efforts |
1-8 |
Spuler, Thomas |
The exceptional bearings of the Tran Thi Ly Bridge, Da Nang, Vietnam |
1-9 |
Spuler, Thomas |
The role of SHM systems in planning bridge renovation works |
1-8 |
Spuler, Thomas |
Testing of modular expansion joints – America's leading role |
1-7 |
Stockhusen, Knut |
Dr. Shyama Prasad Mukherjee Swimming Pool Complex (SPM) |
1-6 |
Su, Miao |
The Design of a River-crossing Pedestrian Bridge in Kunming City, China: a New Structure Form for Cable-supported Bridge |
1-7 |
Sun, Zhi |
Failure Mode Prognosis of Highway Grillage Girder Bridge Considering Shear Resistance of Diaphragms |
1-6 |
Suresh Kumar, K. |
Minimum Wind Design Considerations for Long Span Bridges – Case Studies |
1-8 |
Takeuchi, Masahiko |
Development of a new non-destructive inspection technique of suspender ropes of suspension bridges |
1-8 |
Tandon, Mahesh |
Integral Construction for Elevated Road over Barapullah Nalla from Sarai Kale Khan to Jawahar Lal Nehru Stadium |
1-8 |
Taniguchi, Nozomu |
Study of the Strengthened Hybrid Structure Renovated from Railway Steel Bridge |
1-10 |
Tapley, Michael |
Challenges in Erecting the West Kowloon Terminus Roof |
1-8 |
Tomoda, Tomoo |
Design of Steel Cable-stayed Bridge with Low Height Towers |
1-6 |
Turner, Harry |
Seaford Rail Viaduct – Launching a Kilometre |
1-8 |
V. Jatkar, Mohan |
Construction of Inner Containment Dome Reactor Building – A Case Study |
1-2 |
Van Ijselmuijden, Kees |
Fibre-Reinforced Polymer (FRP) deck for a cable stayed bridge |
1-8 |
Vergoossen, Rob |
An Immersed Tunnel, better than a Long Span Bridge? |
1-8 |
W. Siwowski, Tomasz |
The construction of long span footbridge over Vistula river in Cracow |
1-6 |
W. Siwowski, Tomasz |
The rehabilitation of long span truss bridge |
1-8 |
wang, Shaorui |
Model experimental research for super-span self-anchored suspension bridge |
1-7 |
Weller, Bernhard |
Powerful plastic materials allow new structural glass roofs |
1-8 |
Wi, Huiju |
Enhancing Visual-based Bridge Condition Assessment for Concrete Crack Evaluation Using Image Processing Techniques |
1-7 |
Wium, Jan A. |
Achieving constructability in structural design for building structures |
1-6 |
Wu, Haijun |
Investigation of Composite Truss Arch Bridge's Deterioration in China |
1-7 |
Yamasaki, Yasutsugu |
Izmit Bay Suspension Bridge – Construction |
1-8 |
Yang, YongXin |
Equivalent Wind Loading of Long-span Arch Bridges |
1-8 |
Yeoward, Andrew |
Innovative Design of Tuanbo Bridge In An Urban Environment |
1-8 |
Yoo, Chul-Hwan |
Reliability-based design of long-span bridges – Wind load combination |
1-7 |
Zhan, Hao |
Flutter stability studies of long span bridge with central slotted box girderby CFD numerical simulation |
1-8 |
Zhang, Yongtao |
An Automatic Walking-type Launching System and Ist Application |
1-7 |
Zhou, Zhixiang |
Exploration of Super-Large Span Steel Truss- Fabricated Concrete Composite Continuous Rigid Frame Bridges |
1-7 |
Zhu, Dongsheng |
Study on Seismic Responses of Frame High Pier |
1-7 |
Zobel, Henryk |
Advantages and faults of monitoring of long span bridges in Poland |
1-9 |