|Aboutaha, Riyad S.
||Seismic strengthening of the reinforced concrete columns with inadequate lap splices
|Ajdukiewicz, Andrzej B.
||Reconstruction of reinforced concrete walls of cylindrical silos
|Alcocer, Sergio M.
||Behaviour assessment of rehabilitated buildings in Mexico City
|Anderson, Neal S.
||Riveted steel repair methods at a historic train station
|Bach, Paul E.
||Presidio Viaduct seismic retrofitting
||Evaluating and strengthening industrial buildings damaged by fires
||Reinforced concrete sheath for repair of damaged masonry walls
||Extending the lifespan of the North Anchorage Housing of the Golden Gate Bridge
||Structural evaluation of the Leaning Bell Tower of S. Stefano in Venice
||Extending the lifespan of cylindrical structures
||Renovation and transformation of the Pérolles Bridge in Fribourg
|Bonneville, Daniel R.
||Seismic repair and upgrade of a steel braced frame building
|Bruschi, Maria Grazia
||A new life for the main cables of Williamsburg Bridge
||Strengthening and repair of a large industrial building
||Strength of concrete beams during concrete breakout
||Repair of the stay cables of the Polcevera Viaduct in Genova, Italy
|Carfagno, Michael G.
||X-ray diffraction measurement of stresses in post-tensioning tendons
|Christensen, Knud V.
||The 1935 Little Belt Bridge, Denmark
|Clark, T. Henry
||Repair and renovation of the Reading Terminal in Philadelphia
|Cleland, David J.
||Surface treatments for concrete quantifying the improvement
|Cress, Milo D.
||Heated bridge deck construction and operation in Lincoln, Nebraska
||Structural rehabilitation of a reinforced concrete and a prestressed concrete bridge
||Extending the lifespan of the architectural heritage
|Dal Zio Palutan, Emma
||Guidelines for Handbook on the Service Life of Buildings
|Domer, Ronald G.
||Nuclear power plant structural monitoring program
|Dorka, Uwe E.
||Seismic retrofit of Allstate Building
|Earls, Carlolyn L.
||Repair method for deteriorated sandstone facades
||Effect of a hydrophobic agent as repair material for concrete structures
||Surveillance programme for stay cables (example of Normandy Bridge)
|Gallon, Michael J.
||Structural assessment of corrosion damaged steelwork
||Strengthening of the 120-year old substructure of a railway bridge
|Gerwik Jr., Ben C.
||Repair of corrosion damages and protection of cooling water intake/circulation structures
|Giacomini, Mervin C.
||Introduction to the Golden Gate Bridge retrofit project
|Gidwani, Jawahar M.
||Seismic analysis of the Fort Point Arch of the Golden Gate Bridge
||Case study of a damaged reinforced concrete bridge (Duarte Pacheco bridge)
|Gusmao Filho, Jaime
||Repair of a building damaged by foundation settlement
||Evaluation, repair, and maintenance of a mobile conveyor
||Rational and environmentally compatible maintenance of old steel bridges
|Heintz, Jon A.
||Strengthening of an unreinforced masonry building
|Hopkins, David C.
||Seismic strengthening of an aqueduct in New Zeland
|Hoppe, Gert E.
||Specifying effective curing during construction to ensure durable concrete
||Seismic response of the Tagus River Bridge, Portugal
|Ianca, Sevastean Ioan
||Repair and consolidation of the masonry structure of a building
|Imbsen, Roy A.
||Seismic retrofit of the North Approach Viaduct of the Golden Gate Bridge
||Seismic retrofit of the suspension spans of the Golden Gate Bridge
|Jee, Thomas C.
||Seiemic retrofit of the South Pylons for the Golden Gate Bridge
|Jee, Thomas C.
||Seismic retrofit of the South Approach Viaduct of the Golden Gate Bridge
||Beam exposure study of epoxy-coated reinforcement
||Maintenance of structures along National Highway N2 in Switzerland
|Khalifa, Magdi M. A.
||Concrete durability in Arabian Gulf region
|Kicinski, Stephen T.
||Hidden lateral strength in older homes
||Rehabilitation of a historic bridge over the Sand river in South Africa
|Koutsoukos, Dimitros P.
||Seismic retrofit of the Lake Washington Ship Canal Bridge
|Kriviak, G. J.
||Service life prediction of protective systems for concrete bridge decks in Alberta
|Kuzmanovic, Bogdan O.
||Deck cracking of Shelby Creek Bridge
||Performance concrete for the Lacey V. Murrow Floating Bridge
|leon, Roberto T.
||Seismic performance of older steel frames
|Li, Edward K.
||Rehabilitation of the Gardiner Expressway, Toronto, Canada
||Behaviour of precast wall connections for strengthening reinforced concrete frames
||Research on seismic damage of reinforced concrete bridge piers
|Lunden, Terry R.
||Renovation of Seattle's historic Paramount Theatre
||Acoustic emission monitoring of bridges under heavy truck loading
|Mallick, D. V.
||Defects and repairs at an interchange bridge in Tripoli, Libya
||Arresting corrosion in concrete walls using thermal insulation
|Matson, Darryl D.
||Experience with seismic retrofit of major bridges
||Improved durability of concrete structures in hot spring districts
||New method for connecting concrete slabs to steel bridge girders
||Radar inspection of structures
|Mayrbaurl, Ronald M.
||Cable anchorage repairs on New York City suspension bridges
||Strengthening of existing piers and jetties
||Numerical analyses and strengthening of reinforced concrete structures
||Maintaining and extending the lifespan of steel bridges in Japan
||Non-destructive inspection system for welded portions of the Honshu-Shikoku Bridges
||Investigation of obsolete structural elements and retrofit of old steel structures
|Mosur, T. V.
||Evaluation and analysis of a masonry structure for seismic loading
||Extending the lifespan of nuclear power plant structures
||Crack-free “Surround Concrete” repairs of the Öland Bridge piers
|Nowak, Andrzej S.
||Monitoring bridge load spectra
|Perumal Pillai, E. B.
||Study of a multi-storey infilled reinforced concrete structure
||Forecasting the condition of a reinforced concrete structure under corrosion
||Implications of exposure of main steel during patch repairs
|Reis, Antonio J.
||Railway installation on the Tagus Suspension Bridge in Lisbon, Portugal
||Sonic tomography analysis of concrete structures
||Evaluation of bridge condition for improved maintenance policy
||Carquinez Bridges’ seismic hazard assessment and conceptual retrofit
||Maintenance facilities for the Honshu-Shikoku Bridges
||New approaches to monitoring and repair of concrete structures
||Increasing the durability of concrete exposed to aggressive ground water
||Structural rehabilitation with advanced composites
||Architectural heritage and seismic retrofit of the Golden Gate Bridge
||Earthquake damage evaluation for reinforced concrete frames with infilled brick walls
||Behaviour of strengthened reinforced concrete beam-column joints
||Maintenance of the structures of the existing Severn Crossing
|Stanley, R. P.
||Extending the useful life of the Tower Bridge in London
|Subcommittee on Seismic Performance of Bridges ASCE
||Seismic performance of long-span suspension bridges in the USA
||Development of a bridge maintenance consulting system
||Global strategy to enhance service life of deteriorating structures
|Thewalt, Christopher R.
||Improving seismic performance of outrigger knee joints
||Full scale fatigue tests for stay cable systems
||Application of Super-workable concrete to an arch bridge
||From structural assessment to appropriate preservation strategies
||Stone restoration at the Houses of Parliament in London
||Monitoring system for a large cable-stayed bridge in a wind and seismic area
||Checking concrete by quantitative ultrasonics
||Durability and maintenance of the Shantou Bay Suspension Bridge, China
|Yousef, Ahmed M.
||High-strength concrete beam-column joints under seismic loading
|Youssef, Magdi R. A.
||Repair of an existing prestressed concrete shell of a mill in Egypt
|Ziara, M. M.
||New approach for the strengthening structural concrete bridge girders
||Seismic upgrading of an auditorium building in Zurich