Ultimate Bearing Capacity Analysis of Oblique Beam System Supported by Knee Brace

Le Huan Xu; Feng Liu; Shuang Shuang Meng

doi:10.4028/www.scientific.net/AMM.578-579.602

Paper Titles

Study on the Analysis and Pre-Control Technology of Vertical Deformation in Construction Process of the Super High-Rise Steel-Concrete Composite Structure
p.584

Study on the Wind-Induced Control of Tensile Membrane Structure
p.589

The Study on the Temperature Effect on Steel Reinforced Concrete Girder of Transfer Story in the Construction Process
p.593

Thermal Buckling Analysis of Cyclic Symmetry Mounting Structure
p.598

Ultimate Bearing Capacity Analysis of Oblique Beam System Supported by Knee Brace
p.602

Wind Load Analysis of Large Temporary Stand with Variable Upwind Structure
p.606

A Joint of Ceramic Granite Mount by Threaded Anchor Studs in a Suspended Ventilated Facade
p.615

Analysis of Influencing Factors on Mechanical Behavior of Laminated Slab with Shear Connectors with Four-Terminal Fixed Constraints
p.619

Analysis of Influencing Factors on Outer Annular-Stiffener Type Steel Castellated Beam-Concrete Filled Steel Tuber
p.623

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Ultimate Bearing Capacity Analysis of Oblique Beam...

Ultimate Bearing Capacity Analysis of Oblique Beam System Supported by Knee Brace

Abstract:

This article established the oblique beam system supported by knee brace in portal frame by using finite element software ANSYS. We analysed the ultimate bearing capacity of the system, and discussed the effects of purlin stiffness and knee brace layout on the bearing capacity of the structure. Preliminary analysis shows that, increasing the number of knee brace or improving purlin stiffness can improve ultimate bearing capacity of the system.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

602-605

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.602

Citation:

Cite this paper

Online since:

July 2014

Authors:

Le Huan Xu*, Feng Liu, Shuang Shuang Meng

Keywords:

Knee Brace, Oblique Beam, Purlin, Ultimate Bearing Capacity

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Feng Cao, Shijin Wang, Xuguang Sun, Jin Zeng: Analysis of knee brace axial force strength in portal frame by ANSYS, In Chinese (2006).

Google Scholar

[2] Xinli Song: Knee brace of portal frame design and stress analysis, In Chinese (2010).

Google Scholar

[3] Hongfu Ji, Yijun Wang: Discussion several problems in the design of purlin, In Chinese (2005).

Google Scholar

[4] Shaofan Chen: The Principle of Steel Structure, edited by Science Press, In Chinese (2005).

Google Scholar

[5] GB50018. Technical specification for cold-formed thin-walled steel structure, edited by China Planning Press, In Chinese (2002).

Google Scholar

[6] CECS102：200. Technical specification for steel structure of light-weight buildings with Gabled Frames, edited by China Planning Press, In Chinese (2003).

Google Scholar