Modal Comparison and Bridge-Type Optimization of Light-Rail Box Girder Bridges

Jia Jian Zhao; De Min Wei; Zhe Hua Huang

doi:10.4028/www.scientific.net/AMR.194-196.1990

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 194-196Modal Comparison and Bridge-Type Optimization of...

Modal Comparison and Bridge-Type Optimization of Light-Rail Box Girder Bridges

Abstract:

Top 10 natural frequencies and mode shape characteristics of four types of light-rail box girder bridges were summarized by FE modeling. And the mode analysis results were horizontal, vertical contrasted. Furthermore, the relationships between the natural frequency and structural stiffness were studied. Finally, the bridge-types of four types of light-rail box girder bridges were optimized. The results show that the torsional stiffness of the box girder with side walls and diaphragms is much greater than that of the box girder without side walls and diaphragms, the torsional stiffness of the single-box-double-cell box girder with eccentric-hole diaphragms is greater than that of the single-box-double-cell box girder with center-hole diaphragms, and the single-box –double-cell box girder with side walls and eccentric-hole diaphragms is the optimal bridge type of all light-rail box girders.

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Periodical:

Advanced Materials Research (Volumes 194-196)

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1990-1996

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https://doi.org/10.4028/www.scientific.net/AMR.194-196.1990

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February 2011

Authors:

Jia Jian Zhao, De Min Wei, Zhe Hua Huang

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Bridge-Type Optimisation, Modal Analysis, Mode Shape, Natural Frequency, Stiffness

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References

[1] Jingkui Zhang and En Ma: Sichuan Construction Vol. 23(3) (2003), p.8 (In Chinese).

Google Scholar

[2] Fu Li, Liping zhang and Yunhua Huang: Journal of Southwest Jiaotong University Vol. 37(2) (2002), p.111 (In Chinese).

Google Scholar

[3] Victor V Krylov: Acoust Soc Am Vol. 100(5) (1996), p.3121.

Google Scholar

[4] Baojun Li: Railway Standard Design Vol. (6) (2003), p.11 (In Chinese).

Google Scholar

[5] Tao Jia and Sizhong Liu: Journal of Lanzhou Jiaotong University Vol. 27(3) (2008), p.9 (In Chinese).

Google Scholar

[6] Quanqing Wang: Bridge Construction Vol. (6) (2006), p.25 (In Chinese).

Google Scholar

[7] Zhurun Yue and Hongye Zhou: China Railway Science Vol. 24(3) (2003), p.40 (In Chinese).

Google Scholar

[8] Jianhong Liu: Railway Standard Design Vol. (6) (2003), p.1 (In Chinese).

Google Scholar

[9] Diwei Wang: Dynamic stiffness and damage assessment of reinforced concrete beams (Master dissertation, Hunan University, Hunan 1991) (In Chinese ).

Google Scholar