Determination of Fatigue Load for Light Rail Support of Caiyuanba Yangtze Bridge in Chongqing

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Abstract:

In this paper, in combination with the specific conditions of light rail traffic volume, fatigue load spectrum parameters of light rail support are to be determined by background project light rail line 3 of Chongqing Caiyuanba Yangtze Bridge, through which the internal force history is then calculated. Three million constant amplitude fatigue loads that the test needs are finally determined through linear fatigue damage cumulative theory.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

780-785

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Online since:

January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ping Li. Operation Planning of Chongqing Rail Transport Line 3[D].Chengdu. Southwest Jiaotong University. (2005)

Google Scholar

[2] Japan Steel construction Society. Steel Construction Fatigue Design Guideline and Explanation. (1993)

Google Scholar

[3] British Standards Institution. Steel, Concrete and Composite Bridges (BS5400). Southwest Jiaotong University Press. (1987)

Google Scholar

[4] Dongsheng Qian. Fatigue Design of Steel Bridge. (Southwest Jiaotong University Press 1986)

Google Scholar

[5] European Convention for Constructional Steelwork. Specifications for Fatigue Design of Steel Construction. Northwestern Polytechnical University Press. (1989)

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