Girder bridges
Most Important Structures in this Category
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| # | Name | Country | main span |
|---|---|---|---|
| 1 | Shibanpo Bridge | China | 330 m |
| 2 | Stolma Bridge | Norway | 301 m |
| 3 | Rio-Niteroi Bridge | Brazil | 300 m |
| 4 | Cuijiaying Hanjiang River Bridge | China | 300 m |
| 5 | Sundøy Bridge | Norway | 298 m |
| 6 | Raftsundet Bridge | Norway | 298 m |
| 7 | Sandsfjord Bridge | Norway | 290 m |
| 8 | Pont du Bras de la Plaine | Réunion | 280.7730 m |
| 9 | Ujina Bridge | Japan | 270 m |
| 10 | Arthur Laing Bridge | Canada | 270 m |
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Case Studies & Reports
Spherical Segment Bearings in lieu of Roller Bearings
As part of the rehabilitation of the A 81 federal motorway at the Kocher Viaduct, MAURER replaces the old roller bearings made of stainless steel with modern spherical segment bearings. The patented bearing type was developed precisely f ... [more]
The Largest Spherical Uplift Bearings with CE Marking
Due to particular static conditions, the Neue Strom-brücke in Magdeburg was equipped with extraordinary bridge bearings in the course of its rehabilitation. Since alternating tensile and compressive loads have to be transferred on the abutm ...
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A New Major Bridge over the Elbe River
Nuremberg-based K+S Ingenieur-Consult GmbH & Co. KG, a subsidiary of SRP Schneider & Partner Ingenieur Consult GmbH, Kronach, is planning the large new Elbe bridge as part of the new construction of the A14 Magdeburg-Schwerin mot ... [more]
Literature
- (1994): Die altchinesische Steinbalkenbrücke. In: Bautechnik, v. 71, n. 5 (May 1994), pp. 299-301.
- (1975): Analisis en microordenador de tableros continuos de puentes. In: Hormigón y acero, v. 26, n. 115 (2nd Quarter 1975), pp. 31-68.
- (1971): Automated minimum cost design of continuous bridge girders. Presented at: IABSE Symposium: Etude à la résistance post-critique des poutres à âme pleine et des poutres-caissons = Bemessung von Blech- und Kastenträgern im überkritischen Tragbereich = Design of Plate and Box Girders for Ultimate Strength, Praha, CSSR, 1971.
- (2021): Desarrollo de nuevas formas parametrizadas para pasarelas eficientes y elegantes. thesis, Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil, Valencia (Spain).
- Ensayo de una viga de hormigón pretensado para puente de ferrocarril. In: Hormigón pretensado, v. 4, n. 14 (1st Quarter 1953), pp. 17-23.
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