Results 141 to 150 of about 790 (185)
Some of the next articles are maybe not open access.
Proposed Specifications for Steel Box Girder Bridges
Journal of the Structural Division, 1980Proposed design specifications for steel box girder highway bridges are based on ultimate design approch. For design of unstiffened compression flanges a new strength curve is proposed considering the effects of residual stresses and geometric imperfections. Stiffened bottom compression flanges are designed by an interaction diagram giving the strength
openaire +1 more source
Fatigue management of the Midland Links steel box girder decks
Proceedings of the Institution of Civil Engineers - Bridge Engineering, 2014The Midland Links motorway viaducts, carrying the M5 and M6 around Birmingham, UK have been subject to a regular programme of assessment, repair and strengthening since 1989, after corrosion problems, primarily due to chloride contamination, were first detected in 1979.
Chris R. Hendy, Sibdas Chakrabarti
openaire +1 more source
Mechanical Analysis on Incremental Launching for the Steel Box Girder
Applied Mechanics and Materials, 2014Houdingxiang No. 3 Bridge is a 4-span steel box girder bridge. After the incremental launching construction, the bridge has to be lowering to the support bear, the lowering construction is divided into three stages. At first the launching equipment is used to lower 80cm, the next the jack with load capacity of 180 tons is used to lower 110cm, finally ...
Hong Sheng Wu +4 more
openaire +1 more source
Geometric imperfections and tolerances for steel box girder bridges
Canadian Journal of Civil Engineering, 1988An investigation to determine the magnitude of geometric imperfections induced during the fabrication of welded steel box girders is reported for nine highway bridges constructed in Canada. Measurement data were collected to compare the significance of dead load on initial imperfections obtained following fabrication.
Eugene G. Thimmhardy, Robert M. Korol
openaire +1 more source
Optimum design of steel box girder webs.
1970This item was digitized as part of a project to share McGill's intellectual legacy with the public. If you are the copyright holder or a relative of the copyright holder who is deceased, you may request withdrawal by emailing escholarship.library@mcgill.ca.
openaire +1 more source
Buckling of the Compression Flanges of Steel Box-Girder Bridges
1983In Chapter 7 the behaviour of longitudinally stiffened compression flanges is studied via on orthotropic plate concept. The present chapter investigates such elements as systems of flange sheet and discrete stiffeners; i.e. it employs the same approach as used in Chapter 10 in an analysis of stiffened webs.
Jozef Djubek +2 more
openaire +1 more source
Temperature Monitoring of Steel Box Girders
Steel & Composite Structures, 2010Backer H. De +3 more
openaire +1 more source
Fatigue performance of orthotropic steel decks in a wide steel-box girder
Journal of Constructional Steel Research, 2022Zhou Shi +3 more
openaire +1 more source
Long-term temperature field of steel-box girder of a long-span bridge: Measurement and simulation
Engineering Structures, 2021Qingxin Zhu, Tianyou Tao, Hao Wang
exaly