||Fatigue life of riveted railway bridges
|Aktan, A. Emin
||Issues in instrumented bridge health monitoring
||Strengthening of reinforced beams by external reinforcement
||Behaviour of beams prestressed or strengthened with fiber reinforced plastic composites
||Strength reduction in masonry due to dynamic loads
||Strengthening of the wooden covering of the Archaeological Museum in Naples
||Preventive measures for reducing the seismic risk of bridges
||Rating concrete slab bridges
||Site specific traffic load models for bridge evaluation
|Balazs, György L.
||Deterioration in fatigue detected by acoustic emission technique
||Updated service life evaluation of bridges through measurements
||Monitoring of railway bridges in Poland
||New approach in the ultimate life calculation for cracked concrete
|Bosiljkov, Violeta Bokan
||Polymer-modified Portland cement concrete at temperatures up to 150°C
|Bradford, Mark A.
||Stability of a steel bridge girder strengthened by prestress
||Measurements for evaluating the raining service life of a riveted bridge
||Evaluation of existing bridges under actual traffic
|Burdet, Olivier L.
||Dynamic load testing of Swiss bridges
||Updating of existing structures models based on modal testing
|Castiglioni, Carlo A.
||Cumulative damage assessment in structural steel details
||Maintenance of the Ponte Vecchio historical bridge in Florence
||Traffic-induced vibrations on structures
||Strengthening of an externally prestressed bridge
|Corven, John A.
||Durability in the design of American precast segmental cable-stayed bridges
||Models to evaluate flutter instability of cable-suspended pipelines
||Monitoring, maintenance and replacement policies for a stock of 100 000 structures
||Safety of suspension cables of the Williamsburg Bridge
|Dewolf, John T.
||Continuous monitoring of bridge structures
|Dexter, Robert J.
||Fatigue testing of modular expansion joints for bridges
|Diab, Youssef Georges
||Expert system application to building maintenance
|Dias Ferrer, José H.
||Rebuilding of the bridge over the river Damuji in Cuba
||Identification of the computational model of a drawbridge span
||Conservation of buildings by filling of the pores with paraffin
|Ekchian, David C.
||Simulation and consulting system for bridge construction
|El-Metwally, Salah E. E.
||Tripod column subjected to extreme loading conditions
||Diagnosis and repair of buildings damaged by fire exposure
|England, George L.
||Time-dependent load changes in integral bridges
||Strengthening of existing precast waffle slabs using unbonded tendons
|Farrar, Charles R.
||Evaluation of a bridge using simplified finite element modelling
|Fenske, Thomas E.
||Debris forces and impact on highway bridges
|Frangopol, Dan M.
||Reliability-based design of deteriorating bridges under corrosion effects
||Monitoring and evaluation of bridges
||Evaluation of existing highway bridges for overloaded trucks
||Stay cable corrosion protection with petroleum wax
||Robustness of stranded cables in suspended bridges
||Steel fibre reinforced concrete with application in bridge repair
||Strengthening masonry structures with retro-reinforcement
||System performance of two prestressed concrete bridges
||Lifespan evaluation of a nuclear vessel in terms of prestress loss
||Thermal deformations in segmental concrete structures
||Repair and strengthening of the Blagnac bridge in Toulouse
|Grill, Leon A.
||Repair and/or strengthening in function of the diagnosis on the structural failure
|Hamilton III, H. R.
||International survey of current opinion on bridge stay cable systems
|Hamilton III, H. R.
||Investigation of corrosion protection systems for bridge stay cables
||Filtration stability of cement grouts for injection of concrete structures
|Harvey, William John
||System behaviour in masonry arch bridges
||Post-tensioning level criterion for bridge design and rehabilitation
||Incorporation of quantitative structural assessments in bridge management systems
||Concrete specifications for the Øresund Link
||Assessment of water blasted concrete structures
||Generalised collapse analysis method for concrete bridge assessment
||Cable-corrosion-protection systems for cable-supported bridges in Japan
||Strengthening techniques using additional reinforcement
||Fatigue failure mechanism of steel elements with thin webs
||Reinforcement of bridges piers foundations
||Methods of treatment for concrete substrate preparation
|Kazakevych, Mykhailo L.
||Stabilization of a cable-stayed footbridge
||Assessment of a 135 year old riveted railway bridge (bridge over Rhine at Koblenz-Waldshut)
|Kerkovius, Andreas B. R.
||Repair of precast, prestressed bridge beams using external prestressing
|Koglin, Terry L.
||Stabilization of double leaf bascules
||High performance construction material for seismic repair and rehabilitation
|Kunz, Peter M.
||Fatigue safety of existing steel bridges
|Kvedaras, Audronis K.
||Improved ductility of loaded concrete-filled members
||Repair of the inner shell of natural draft cooling towers
|Lapsley, Robert Duncan
||Experience, developments and trends for improved durability of stay cables
|Leijten, A. J. M.
||Innovation in structural timber design with prestressed timber joints
||Deterioration and evaluation of Chien-Kou Viaduct in Taipei
||Global monitoring system on Lantau fixed crossing in Hong Kong
||Influence of loadings on the fracture toughness of older structural steels
||A "best practice" approach to structural integrity assessment
||Mechanical model for lifespan analysis of bridges
||Seismic behaviour in steel structures of weak connections
||Extending the life of cables by the use of carbon fibers
||Repair of structures through external bonding of thin carbon fiber sheets
||Monitoring system for bridges of the Livorno-Cecina Highway
||Concrete composite construction for durability and strength
||Long-term behaviour of continuous prestressed composite bridges
||In-service monitoring of structures
|Mullen, C. L.
||Seismic damage evaluation of a conventional highway bridge
||Connection of old concrete with new concrete-overlays
|Munshi, Javeed A.
||Seismic retrofit of moment resisting frame with viscoelastic dampers
||Prevention maintenance methods for fatigue damage of bridges
||Reinforced concrete framed building strengthened by prestressing
|Napior, Kenneth E.
||Durable parking structures
A level of service approach
|Oreta, Andres W. C.
||Global and local approaches in structural identification
||Behaviour of structural members in case of welding under loading
||Seismic protection through elastomeric base isolation
|Podolny Jr., Walter
||Current corrosion protection method for cable stays
|Poston, Randall W.
||Maintenance inspection and monitoring of segmental bridges
||Testing a thirty-year-old concrete railway bridge in China
||Reliability of a concrete railway bridge
|Reij, Arie W. F.
||High-strength concrete bridge design: A contribution to sustainable development?
|Reiner, Bernd E.
||Improved corrosion protection for parallel cables of cable-stayed bridges
|Rücker, Werner F.
||Continuous load and condition monitoring of a highway bridge
||Load capacity of steel structures with cracked components
||Toughness evaluation and assessment of old bridge steel
||Concrete repair under dynamic loads with polymer modified mortars
||Improving the durability of precast concrete bridges
|Sniatkov, Serguei V.
||Monitoring of granite structures
|Sobrino, Juan A.
||Structural evaluation of a prestressed concrete bridge
||Repair and strengthening of concrete structures by post-tensioning
|Suarez, Mario G.
||Correcting design deficiencies in a new five-story building
||Behaviour and durability of concrete with regards to cycle and time dependant effects
||Extending the life of steel railway bridges using measure management
||Strengthening of structures using epoxy bonded steel- or fibre reinforced plastic plates
||Development of a measuring system for long-term structures displacements
||Survey on fatigue damage in steel railway bridges in Thailand
|Thomsen, Jens Vejlby
||Post-tensioning of the Limfjord Tunnel, Denmark
||Seismic retrofit of a four-storey building in British Columbia
||Design of Togawa Bridge
||External reinforcement of concrete beams using fibre reinforced plastics
|Ventura, Carlos E.
||Dynamic characteristics of Port Mann Bridge by modal testing
|Walther, Richard A.
||Load testing of Chicago's 100-Year-Old mass transit structures
||Permanent Corrosion monitoring for reinforced and prestressed concrete
||Monitoring of bridge conditions for durability evaluation in Poland
||Strengthening of gravity dams using post-tensioned anchors
||Seismic strengthening of structures
||Field measurement of a steel railway bridge with rubber bearings
|Zahn, Franz A.
||Developments in non-destruction stay cable inspection methods
||Analysis of dismantled bridge girders