Results 121 to 130 of about 776 (186)

Calculation method of temporary cable force in incremental launching construction of large span steel box girder without auxiliary pier. [PDF]

Sci Rep
Liu Z, Zhao K, Xiong Y, Wang B.
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Research on safety condition assessment methodology for single tower steel box girder suspension bridges over the sea based on improved AHP-fuzzy comprehensive evaluation. [PDF]

Sci Rep
Su H, Guo C, Wang Z, Han T, Kamanda DB, Su F, Shang L.   +6 more
europepmc   +1 more source

Monitoring a Railway Bridge with Distributed Fiber Optic Sensing Using Specially Installed Fibers. [PDF]

Sensors (Basel)
Kishida K, Aung TL, Lin R.
europepmc   +1 more source

Risk-based bridge life cycle cost and environmental impact assessment considering climate change effects. [PDF]

Sci Rep
Lee SH, An LS, Kim HK.
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Wheel Load Distribution in Concrete Box Girder Bridges

, 1969
Scordelis, Alex, Meyer, Christian
openaire   +1 more source

Computer Programs for Prestressed Concrete Box Girder Bridges

, 1985
Scordelis, Alex, Chan, Esmond, Ketchum, Mark, Van Der Walt, Petrus   +3 more
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Automated Design of Reinforced Concrete Box Girder Bridges

, 1974
Powell, Graham, Ghose, Amitava
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Collapse behaviour of micro-concrete box girders bridges

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Structural Response of Concrete Box Girder Bridge

Journal of the Structural Division, 1973
Results obtained in a study of a large-scale, two-span, four cell reinforced concrete bridge model are presented. The model, which was a 1:2.82 scale replica of a prototype, had overall plan dimensions of 72 ft (21 m) long by 12 ft (3.7 m) wide. The various computer programs used in obtaining theoretical results are described and compared. Experimental
Alexander C. Scordelis, Jack G. Bouwkamp, S. Tanvir Wasti   +2 more
openaire   +1 more source