Analysis of Seismic Performance of the Joint of Cellular Steel Column and Steel Beam in Different Axial Compression Ratio

Ya Feng Xu; Zhang Lin Zhai; Pi Yuan Xu

doi:10.4028/www.scientific.net/AMM.578-579.244

Paper Titles

The Research for Moment-Rotation Curve of T-Beam Joints in Semi-Rigid Connections
p.225

The Research on the Ultimate Bearing Capacity of Soil around the Push-Extend Multi-under-Reamed Pile at Sliding Failure State
p.232

Theoretical Analysis on Flexural Behavior of Concrete Members Reinforced by Steel-Basalt FRP Composite Bars
p.236

Analysis and Reinforcement on the Up-Floating Accident of the Basement of a Large Commercial Complex
p.240

Analysis of Seismic Performance of the Joint of Cellular Steel Column and Steel Beam in Different Axial Compression Ratio
p.244

Discussion about the Application of Pre-Stressed Concrete Pipe Pile
p.248

Effects of Beam Material Strength on the Seismic Performance of Composite CFST Column and Steel Beam Connection
p.252

Finite Element Analysis of Deep Elliptical Submersible Pressure Hull Subjected to a Side-On Non-Contact Underwater Explosion
p.256

Finite Element Analysis of Recycled Concrete Filled Circular Steel Tubular Stub Columns under Compressive Loading
p.263

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Analysis of Seismic Performance of the Joint of...

Analysis of Seismic Performance of the Joint of Cellular Steel Column and Steel Beam in Different Axial Compression Ratio

Abstract:

This article researches seismic performance of the joint of cellular steel column and steel beam through simulation of the finite element software. With the change of axial force, we can attain the load-displacement hysteretic curves, skeleton curves under the different axial compression ratio, and then analyze their bearing capacity, ductility, energy dissipation and other mechanical properties. Results show that, the decrease of axial compression ratio is helpful to improve the bearing capacity of specimens. The joints of cellular steel column and steel beam have full hysteretic curve, good ductility and seismic performance.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

244-247

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.244

Citation:

Cite this paper

Online since:

July 2014

Authors:

Ya Feng Xu*, Zhang Lin Zhai, Pi Yuan Xu

Keywords:

Axial Compression Ratio, Cellular Steel Column, Finite Element Analysis (FEA), Joint of Steel Column-Beam, Seismic Performance

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Yafeng Xu, Li Sun, Shouyan Bai, Dezhi Liang. ABAQUS simulation analysis and detailed annotation in engineering case[M]. Liaoning Education Press, 2013. (in Chinese).

Google Scholar

[2] Genshu Tong. The stability of the out of plane of steel structure[M]. China Architecture ＆ Buiding Press, 2007. (in Chinese).

Google Scholar

[3] Yafeng Xu，Yue Wang O.E. Sysoev，Dzyuba Victo. Experimental study and nonlinear FEM analysis on seismic performance of CFRP steel tube composite columns filled with steel reinforced concrete[J]. Journal of Shenyang Jianzhu University : Natural Science, Vol. 29. No. 4, 2013(7): 612-621.

DOI: 10.18057/ijasc.2013.9.2.3

Google Scholar

[4] Ruifeng Wang, Lianguang Jia, Liang Wu etc. Analysis on performance the beam-column node of cellular steel frame[J]. Steel Structure, 2010 (Suppl. ): 331-338. (in Chinese).

Google Scholar

[5] Hongchao Li. Research on seismic behavior of beam-column connection of cellular steel fame[D]. Shenyang: School of Civil Engineering Shenyang Jianzhu University, (2011).

DOI: 10.18057/ijasc.2015.11.1.4

Google Scholar

[6] Qiang Gu. Hysteretic behavior and seismic design of steel structure[M]. China Architecture ＆ Buiding Press, 2009. (in Chinese).

Google Scholar