Horizontally Curved Composite Plate Girders

Basher, Mohammed A.; Shanmugam, N. E.; A, Rashid

doi:10.1680/bdcam.35935.0031

Cited by 1 publication

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“…Guo, Xiao and Zhang (2006) described the treatment measures of hogging moment area that was taken in design of a curved composite continuous box-girder bridge in Beijing Subway Line 5. Basher, Shanmugam and Rashid (2007) discussed effects of parameters, such as curvature and steel flange width, affecting the behavior of curved composite girders. Research results obtained by Wang, Xing and Li (2009) revealed that in curved composite girders, with the span length increasing, the displacement and the rotation in midspan show non-linear growth, and span depth ratio increases first and then decreases.…”

Section: Design Methodsmentioning

confidence: 99%

Analysis, design and construction of curved composite girder bridges: State-of-the-art

Lin

Yoda

2010

International Journal of Steel Structures

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The horizontally curved composite girder bridges have excellent properties, such as quick construction, good seismic performance, saving construction formwork and convenience in spatial arrangement.etc, which have greatly promoted the application of such bridges. The objective of this paper is to provide and summarize important references related to the analysis, design and construction of curved composite girder bridges. Subjects discussed in this review include (1) different curved girder bridge configurations and their applied range; (2) current specifications; (3) construction issues; (4) design methods; (5) analytical methods; (6) load distribution; (7) torsional behavior; (8) warping stresses; (9) stability; (10) ultimate load-carrying capacity; (11) dynamic and seismic response; (12) loading test; (13) long-term behavior; and (14) design details. The literature survey presented herein mainly focuses on papers written in English, Japanese and Chinese in relation to curved composite girders.

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Section: Design Methodsmentioning

confidence: 99%