| Aboutaha, Riyad S. |
Seismic strengthening of the reinforced concrete columns with inadequate lap splices |
343-348 |
| Ajdukiewicz, Andrzej B. |
Reconstruction of reinforced concrete walls of cylindrical silos |
711-716 |
| Alcocer, Sergio M. |
Behaviour assessment of rehabilitated buildings in Mexico City |
127-132 |
| Anderson, Neal S. |
Riveted steel repair methods at a historic train station |
647-652 |
| Bach, Paul E. |
Presidio Viaduct seismic retrofitting |
591-596 |
| Benedetti, Andrea |
Evaluating and strengthening industrial buildings damaged by fires |
693-698 |
| Benjamin, Bezaleel |
Reinforced concrete sheath for repair of damaged masonry walls |
373-378 |
| Bernstein, Fay |
Extending the lifespan of the North Anchorage Housing of the Golden Gate Bridge |
329-334 |
| Bettio, Carlo |
Structural evaluation of the Leaning Bell Tower of S. Stefano in Venice |
687-692 |
| Bilcik, Juraj |
Extending the lifespan of cylindrical structures |
287-292 |
| Bongard, Jean |
Renovation and transformation of the Pérolles Bridge in Fribourg |
107-112 |
| Bonneville, Daniel R. |
Seismic repair and upgrade of a steel braced frame building |
133-138 |
| Bruschi, Maria Grazia |
A new life for the main cables of Williamsburg Bridge |
519-524 |
| Budjevac, Dragan |
Strengthening and repair of a large industrial building |
653-658 |
| Cairns, John |
Strength of concrete beams during concrete breakout |
499-504 |
| Camomilla, Gabriele |
Repair of the stay cables of the Polcevera Viaduct in Genova, Italy |
535-540 |
| Carfagno, Michael G. |
X-ray diffraction measurement of stresses in post-tensioning tendons |
201-206 |
| Christensen, Knud V. |
The 1935 Little Belt Bridge, Denmark
Maintenance experiments |
437-442 |
| Clark, T. Henry |
Repair and renovation of the Reading Terminal in Philadelphia |
641-646 |
| Cleland, David J. |
Surface treatments for concrete quantifying the improvement |
275-280 |
| Cress, Milo D. |
Heated bridge deck construction and operation in Lincoln, Nebraska |
449-454 |
| Croci, G. |
Structural rehabilitation of a reinforced concrete and a prestressed concrete bridge |
77-82 |
| Croci, Giorgio |
Extending the lifespan of the architectural heritage |
623-628 |
| Dal Zio Palutan, Emma |
Guidelines for Handbook on the Service Life of Buildings |
401-406 |
| Domer, Ronald G. |
Nuclear power plant structural monitoring program |
729-734 |
| Dorka, Uwe E. |
Seismic retrofit of Allstate Building |
145-150 |
| Earls, Carlolyn L. |
Repair method for deteriorated sandstone facades |
635-640 |
| Fujii, Manabu |
Effect of a hydrophobic agent as repair material for concrete structures |
281-286 |
| Fuzier, Jean-Philippe |
Surveillance programme for stay cables (example of Normandy Bridge) |
213-218 |
| Gallon, Michael J. |
Structural assessment of corrosion damaged steelwork |
699-704 |
| Gerber, Heinrich |
Strengthening of the 120-year old substructure of a railway bridge |
71-76 |
| Gerwik Jr., Ben C. |
Repair of corrosion damages and protection of cooling water intake/circulation structures |
481-486 |
| Giacomini, Mervin C. |
Introduction to the Golden Gate Bridge retrofit project |
295-298 |
| Gidwani, Jawahar M. |
Seismic analysis of the Fort Point Arch of the Golden Gate Bridge |
317-322 |
| Gonçalves, Arlindo |
Case study of a damaged reinforced concrete bridge (Duarte Pacheco bridge) |
487-492 |
| Gusmao Filho, Jaime |
Repair of a building damaged by foundation settlement |
665-670 |
| Harris, Robert |
Evaluation, repair, and maintenance of a mobile conveyor |
705-710 |
| Have, Lars |
Rational and environmentally compatible maintenance of old steel bridges |
431-436 |
| Heintz, Jon A. |
Strengthening of an unreinforced masonry building |
163-168 |
| Hopkins, David C. |
Seismic strengthening of an aqueduct in New Zeland |
579-584 |
| Hoppe, Gert E. |
Specifying effective curing during construction to ensure durable concrete |
257-262 |
| Hossain, Imam |
Seismic response of the Tagus River Bridge, Portugal |
603-608 |
| Ianca, Sevastean Ioan |
Repair and consolidation of the masonry structure of a building |
169-174 |
| Imbsen, Roy A. |
Seismic retrofit of the North Approach Viaduct of the Golden Gate Bridge |
335-340 |
| Ingham, Tim |
Seismic retrofit of the suspension spans of the Golden Gate Bridge |
305-310 |
| Jee, Thomas C. |
Seiemic retrofit of the South Pylons for the Golden Gate Bridge |
311-316 |
| Jee, Thomas C. |
Seismic retrofit of the South Approach Viaduct of the Golden Gate Bridge |
323-328 |
| Kahhaleh, Khaled |
Beam exposure study of epoxy-coated reinforcement |
493-498 |
| Keller, Thomas |
Maintenance of structures along National Highway N2 in Switzerland |
419-424 |
| Khalifa, Magdi M. A. |
Concrete durability in Arabian Gulf region |
269-274 |
| Kicinski, Stephen T. |
Hidden lateral strength in older homes |
157-162 |
| Kotzé, Rudolph |
Rehabilitation of a historic bridge over the Sand river in South Africa |
95-100 |
| Koutsoukos, Dimitros P. |
Seismic retrofit of the Lake Washington Ship Canal Bridge |
585-590 |
| Kriviak, G. J. |
Service life prediction of protective systems for concrete bridge decks in Alberta |
469-474 |
| Kuzmanovic, Bogdan O. |
Deck cracking of Shelby Creek Bridge |
559-564 |
| LaFraugh, Robert |
Performance concrete for the Lacey V. Murrow Floating Bridge |
263-268 |
| leon, Roberto T. |
Seismic performance of older steel frames |
367-372 |
| Li, Edward K. |
Rehabilitation of the Gardiner Expressway, Toronto, Canada |
101-106 |
| Li, Wanzhi |
Behaviour of precast wall connections for strengthening reinforced concrete frames |
361-366 |
| Liu, Quing-Hua |
Research on seismic damage of reinforced concrete bridge piers |
609-614 |
| Lunden, Terry R. |
Renovation of Seattle's historic Paramount Theatre |
139-144 |
| Maliszkiewicz, Przemystaw |
Acoustic emission monitoring of bridges under heavy truck loading |
225-230 |
| Mallick, D. V. |
Defects and repairs at an interchange bridge in Tripoli, Libya |
113-118 |
| Marquardt, Helmut |
Arresting corrosion in concrete walls using thermal insulation |
475-480 |
| Matson, Darryl D. |
Experience with seismic retrofit of major bridges |
567-572 |
| Matsushita, Hiromichi |
Improved durability of concrete structures in hot spring districts |
251-256 |
| Matsushita, Hiromichi |
New method for connecting concrete slabs to steel bridge girders |
553-558 |
| Matthews, Stuart |
Radar inspection of structures |
195-200 |
| Mayrbaurl, Ronald M. |
Cable anchorage repairs on New York City suspension bridges |
513-518 |
| Mazurkiewicz, Boleslaw |
Strengthening of existing piers and jetties |
671-678 |
| Meschke, Günther |
Numerical analyses and strengthening of reinforced concrete structures |
717-722 |
| Miki, Chitoshi |
Maintaining and extending the lifespan of steel bridges in Japan |
53-68 |
| Miyashita, Chikara |
Non-destructive inspection system for welded portions of the Honshu-Shikoku Bridges |
207-212 |
| Morf, Ulrich |
Investigation of obsolete structural elements and retrofit of old steel structures |
547-552 |
| Mosur, T. V. |
Evaluation and analysis of a masonry structure for seismic loading |
175-180 |
| Naus, Dan |
Extending the lifespan of nuclear power plant structures |
723-728 |
| Nilsson, Ingvar |
Crack-free “Surround Concrete” repairs of the Öland Bridge piers |
89-94 |
| Nowak, Andrzej S. |
Monitoring bridge load spectra |
231-236 |
| Perumal Pillai, E. B. |
Study of a multi-storey infilled reinforced concrete structure |
385-390 |
| Raharinaivo, André |
Forecasting the condition of a reinforced concrete structure under corrosion |
463-468 |
| Raoof, Mohammed |
Implications of exposure of main steel during patch repairs |
505-510 |
| Reis, Antonio J. |
Railway installation on the Tagus Suspension Bridge in Lisbon, Portugal |
529-534 |
| Rhazi, Jamal |
Sonic tomography analysis of concrete structures |
183-188 |
| Robichon, Yves |
Evaluation of bridge condition for improved maintenance policy |
407-412 |
| Rojansky, Michael |
Carquinez Bridges’ seismic hazard assessment and conceptual retrofit |
597-602 |
| Saeki, Shoichi |
Maintenance facilities for the Honshu-Shikoku Bridges |
425-430 |
| Schiessl, Peter |
New approaches to monitoring and repair of concrete structures |
35-52 |
| Schümperli, Ernesto |
Increasing the durability of concrete exposed to aggressive ground water |
245-250 |
| Seible, Freider |
Structural rehabilitation with advanced composites |
391-398 |
| Seim, Charles |
Architectural heritage and seismic retrofit of the Golden Gate Bridge |
299-304 |
| Shen, Jumin |
Earthquake damage evaluation for reinforced concrete frames with infilled brick walls |
379-384 |
| Shentu, Longmei |
Behaviour of strengthened reinforced concrete beam-column joints |
355-360 |
| Sriskandan, K. |
Maintenance of the structures of the existing Severn Crossing |
443-448 |
| Stanley, R. P. |
Extending the useful life of the Tower Bridge in London |
83-88 |
| Subcommittee on Seismic Performance of Bridges ASCE |
Seismic performance of long-span suspension bridges in the USA |
573-578 |
| Sudigate, Masao |
Development of a bridge maintenance consulting system |
413-418 |
| Swamy, Narayan |
Global strategy to enhance service life of deteriorating structures |
457-462 |
| Thewalt, Christopher R. |
Improving seismic performance of outrigger knee joints |
615-620 |
| Tokuyama, Seiji |
Full scale fatigue tests for stay cable systems |
541-546 |
| Ushijima, Sakae |
Application of Super-workable concrete to an arch bridge |
239-244 |
| Vogel, Thomas |
From structural assessment to appropriate preservation strategies |
681-686 |
| Webber, Henry |
Stone restoration at the Houses of Parliament in London |
629-634 |
| Wenzel, Helmut |
Monitoring system for a large cable-stayed bridge in a wind and seismic area |
219-224 |
| Wiberg, Ulrika |
Checking concrete by quantitative ultrasonics |
189-194 |
| Yan, Guomin |
Durability and maintenance of the Shantou Bay Suspension Bridge, China |
525-528 |
| Yousef, Ahmed M. |
High-strength concrete beam-column joints under seismic loading |
349-354 |
| Youssef, Magdi R. A. |
Repair of an existing prestressed concrete shell of a mill in Egypt |
659-664 |
| Ziara, M. M. |
New approach for the strengthening structural concrete bridge girders |
119-124 |
| Zwicky, Peter |
Seismic upgrading of an auditorium building in Zurich |
151-156 |
