Application of SCGM(1,1) Method in the Construction Monitoring and Control of Continuous Girder Bridges

Bao Fu Duan; Cheng Bo Zhai; Xian He Weng

doi:10.4028/www.scientific.net/AMM.178-181.2113

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 178-181Application of SCGM(1,1) Method in the...

Application of SCGM(1,1) Method in the Construction Monitoring and Control of Continuous Girder Bridges

Abstract:

This paper bases on building grey prediction model with the stress sequence of continuous beam bridge construction control section, discusses the application of the model in the construction control of the continuous beam bridge. SCGM (1, 1) dynamic model is based on test results of control cross-sections of Nanhe Bridge have been established for prediction, on the background of the construction of Nanhe Bridge, in Jiangsu province. The example shows that the prediction precision and adaptability of the model can achieve the requirements of the engineering construction, and the feasibility and adaptability of the construction control for bridge by using this model is validated to forecast the stress value in the practical construction control for a PC continuous bridge.

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Periodical:

Applied Mechanics and Materials (Volumes 178-181)

Pages:

2113-2116

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.178-181.2113

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Online since:

May 2012

Authors:

Bao Fu Duan, Cheng Bo Zhai, Xian He Weng

Keywords:

Construction Monitoring and Control, Continuous Beam Bridge, SCGM (1, 1) Model

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References

[1] Musheng Xiang, Wei Lu, Hongming Zhu, Dahua Zhou. Process control technology during cast-in-place cantilever construction in long span prestressed concrete continuous beam bridge, Journal of Highway and Transportation Research and Development 2004, 21( 1) : 71- 73 (In Chinese)

Google Scholar

[2] Yongshui Zhang, Anbang Gu. Application of grey system method to construction control for PC continuous rigid frame bridge, Highway, 2001(6): 8021151 (In Chinese)

Google Scholar

[3] Xiedong Zhang, Juanjuan Wang, Jun Cai. Application of SCGM (1, 1) model for the construction control of bridges, Journal of Wuhan University of Technology (Transportation Science & Engineering), 2006, 30(6):1081-1083 (In Chinese)

Google Scholar

[4] Feng Lin, Shulin LI, Yunliang Xue, Ming Wang. Study of number of acoustic emission with gray model in compression process of concrete, Journal of Architecture and Civil Engineering, 2008, 25(3):42-46 (In Chinese)

Google Scholar