The Application of Cable's Arrangement and Stability on Prestressed Cable-Beam Structure

Xin Ying Xie; Xin Sheng Yin

doi:10.4028/www.scientific.net/AMM.405-408.1096

Paper Titles

Stress State of Hemispherical Shell in the Frontal Movement of the Radiation Field
p.1073

Field Testing of a Wind Turbine Tubular Tower and Structural Design of a Space Frame Steel Tower
p.1077

A Study on Fracture Characteristics of Widened Beam Flange Joints
p.1085

Experimental Study on the Development Regularity of Slab Concrete Cracks under Fatigue Loads
p.1091

The Application of Cable's Arrangement and Stability on Prestressed Cable-Beam Structure
p.1096

Transfer Matrix Method for Natural Vibration Period of Shear Wall Structures with Large Space at Lower Part
p.1100

Finite Element Analysis of Concrete-Filled Double Skin Steel Tubes with Simply Supported under Lateral Impact
p.1106

Comparison and Study on Seismic Performance of the Special-Shaped Column and Rectangular Column Frame Structure
p.1110

Application of Acoustic Emission Tomography Technique in Concrete
p.1115

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408The Application of Cable's Arrangement and...

The Application of Cable's Arrangement and Stability on Prestressed Cable-Beam Structure

Abstract:

The paper analyzes the basic theory of prestressed concrete cable-beam structure in single span and single direction.The paper arranges reasonably the shape of cable,deduces the equation of cable. It introduces the reseach status and the importance of stability and demonstrates the basic relative theory on stability in concretely research and applies this theory on prestressed concrete cable-beam structure. It has significant prospect and is easy to put into practice .

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

1096-1099

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.1096

Citation:

Cite this paper

Online since:

September 2013

Authors:

Xin Ying Xie*, Xin Sheng Yin

Keywords:

Application, Cables Arrangement, Prestressed Cable-Beam Structure, Stability

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Wang ZX, Yin XS. The Design of the Procedure of Nonlinear Full-range Analysis of the Unbond Prestressed Concrete Flexural Member by the Model of Cable-beam. Journal of Jilin Architectural and Civil Engineering Institute, 19(2), (2002), p, 1~2.

Google Scholar

[2] Liu YX, Lv ZT. Study on Post-tensioned Prestressed Concrete Cable-beam Structure System. Journal of Building Structures. 19(6), (1998)p: 1.

Google Scholar

[3] Liu YX, Lv ZT. Study on Post-tensioned Prestressed Concrete Cable-beam Structure System[J]. Journal of Building Structures, 19(6), (1998), p.1.

Google Scholar

[4] R．Szilard. The Theory and Anlysis of Slab[M]. China Railway Publishing House，(1984), p.111~254，379~390.

Google Scholar