Temporary Shear Brace Design Method for Steel Box Girder Viaduct in Transverse Block Construction-Reference-Cited by-同舟云学术

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Temporary Shear Brace Design Method for Steel Box Girder Viaduct in Transverse Block Construction

Published:2018-04-27 Issue:3 Volume:18 Page:993-1005
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Wang Jin-feng,Wang Min-quan,Zhou Yu-bing,Wu Xi

Funder

National Natural Science Foundation of China

Zhejiang Provincial Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s13296-018-0063-5/fulltext.html

Reference17 articles.

1. Biezma, M. V., & Schanack, F. (2007). Collapse of steel bridges. Journal of Performance of Constructed Facilities, 21(5), 398–405.

2. Čas, B., Saje, M., & Planinc, I. (2004). Non-linear finite element analysis of composite planar frames with an interlayer slip. Computers and Structures, 82(23), 1901–1912.

3. Fan, Z., & Helwig, T. A. (1999). Behavior of steel box girders with top flange bracing. Journal of Structural Engineering, 1258(8), 829–837.

4. Ghobarah, A. A., & Tso, W. K. (1971). A non-linear thin-walled beam theory. International Journal of Mechanical Sciences, 13(12), 1025–1038.

5. Girhammar, U. A., & Gopu, V. K. (1993). Composite beam-columns with interlayer slip-exact analysis. Journal of Structural Engineering, 119(4), 1265–1282.

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