3D Fine Modeling Method in Large and Complex Steel Truss Bridge

Yi Fan Jia; Yun Dong Peng; Hua Jiang

doi:10.4028/www.scientific.net/AMM.501-504.1408

Paper Titles

Analysis and Evaluation of Loading Test for Simple Supported Beams and Cantilever Beams in the Nanxi Bridge of Lechangxia Water Complex
p.1382

Steel Box Girder - Steel Tube Arch Bridge Fall-Girder System Conversion Technology Construction Control Research
p.1390

Research on Ultimate Load of Highway Prestressed Concrete U-Shaped Continuous Rigid Frame Bridge Based on Nonlinear Finite Method
p.1398

Evaluation of Track Geometry on a Long Span Steel Trussed Cable-Stayed Bridge
p.1403

3D Fine Modeling Method in Large and Complex Steel Truss Bridge
p.1408

Study on the Factory Prefabrication Technology of Large-Span Bridges Pier
p.1413

Characteristics of EPS Materials and the Application in Road and Bridge Projects
p.1418

Application of Horizontal Bamboo Bars in Highway Bridge Embankment Backfill
p.1424

Lateral Calculation and Analysis of Shear Lag Effect of Extra-Wide Triple-Cell Single Box Girder
p.1429

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-5043D Fine Modeling Method in Large and Complex Steel...

3D Fine Modeling Method in Large and Complex Steel Truss Bridge

Abstract:

The design and construction of the stiffening steel truss bridge is a complex and large-scale professional program. The abstract of the plans and the weaknesses of the view angles to the design sketch will also become limitations to the owners and the decision makers. Based on the project of Baling River Bridge of large stiffening steel truss girders, this study creates a three-dimensional fine model for it via CAD, pre-assembles each parts of the bridge, and checks sections and dockings one to one correspondingly. Data conversion of this model directly generates virtual visualized model. This visualized fine model of Baling River Bridge provides decision makers with a visual analysis platform, which also offers technical guarantee and support for sensible decision makings.

You might also be interested in these eBooks

Advances in Civil and Structural Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

1408-1412

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1408

Citation:

Cite this paper

Online since:

January 2014

Authors:

Yi Fan Jia, Yun Dong Peng, Hua Jiang*

Keywords:

Data Conversion, Define Modeling, Stiffening Steel Truss Bridge

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Wei Qun, Peng Chengshan and Jiang Hua, et al. Research on the Simulation Technique in the Erection of Steel Truss Girder [R]. Zhengzhou: Steel Structure and Engineering Research Institute of North China Institute of Water Conservancy and Hydroelectric Power, (2008).

Google Scholar

[2] Wei Qun, Jiang Hua and Peng Yundong, et al. Discussion About Influence of Joint Rigidity of Long Span Suspension Bridge with Stiffening Steel Truss Girder on Completed Bridge Working Points [J]. Highway, 2009 (3): 29-33.

Google Scholar

[3] Jiang Hua, Wei Qun, Peng Yundong. New Construction Techniques of Large Suspension Bridge with Steel Truss Girder of Baling River [J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2010, 31(1): 37-40.

Google Scholar

[4] Wei Qun. Research on the Creation Method and Access Technique of CIS/2 Steel Structure Database [R]. Toronto: Auspic Research Center, Canada, (2003).

Google Scholar

[5] Wei Qun. R&D and Application of Logical Product Models [C]/Forefront of Water Conservancy Science and Technology in the New Century, Tianjin University Press. (2005).

Google Scholar