Nonlinear Numerical Analysis of Frame Side Joint

Zhi Wei Wan; Yun Zou; Jie Kong; Cheng Li

doi:10.4028/www.scientific.net/AMM.351-352.901

Paper Titles

Numerical Simulation of Deep Beam in Short-Leg Shear Walls Structure
p.881

Low Tension-Tension Cycle Fatigue Properties of 301 Stainless Steel Thin Sheets
p.887

Analysis and Test of the Inflatable Tubes of ETFE Foils
p.892

Effect of Cushion Layers on Mechanical Characteristics of Spiral Case Structure in Hydropower Station
p.897

Nonlinear Numerical Analysis of Frame Side Joint
p.901

Numerical Analysis and Field Observation of Drawn Force of Sliding Pipe Method for Ultradeep Diaphragm Wall
p.906

Study on the Effect of Grid Column on Seismic Performance of Improved Multi-Ribbed Slab Structure
p.910

Key Technology Analysis of Construction of Joint-Pipe Method for Ultra-Deep Diaphragm Wall
p.915

Experimental Research of Cable in Plate Method
p.919

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Nonlinear Numerical Analysis of Frame Side Joint

Nonlinear Numerical Analysis of Frame Side Joint

Abstract:

Nonlinear numerical analysis for the stress performance of frame Side Joint is processed in this paper with the finite element software of ABAQUS. Compared with experimental results, numerical analysis results are found to be reasonable. Then the influence of factors such as reinforcement ratios, stirrup ratio and axial compression ratio are contrastively analyzed. The results show that reinforcement ratios have a greater influence on the bearing capacity and hysteretic performance of the structure, but the stirrup ratio and the axial compression ratio have less influence.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

901-905

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.901

Citation:

Cite this paper

Online since:

August 2013

Authors:

Zhi Wei Wan*, Yun Zou, Jie Kong, Cheng Li

Keywords:

Finite Element Analysis (FEA), Hysteretic Performance, Seismic Behavior, Side Joint, Steel Reinforced Concrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Junqing Ma, Prefabricated construction review. Heilongjiang science and technology information. 12 (2009) 271.

Google Scholar

[2] Yaoqing Fan, Joint design between beam and column of Japanese building. Sichuan Building Science Research. 37 (2011) 83-86.

Google Scholar

[3] Jiuru Tang, Xuehong Chen, Behaviour and Calculation of Shear Capacity of Steel Reinforced Concrete Beam-Column Joint. Journal of building structures. 11 (1990) 28-36.

Google Scholar

[4] Zhongxian Li, Xuesong Zhang, Seismic behavior of joints of prefabricated steel reinforced concrete integral frame. Journal of Building Structures. 04 (2005) 32-38.

Google Scholar

[5] Qiyun Zhu, Zixiong Guo, Nonlinear Finite Element Analysis of SRC Column-RC Beam Hybrid Joints. Journal of Huaqiao University (Natural Science). 31 (2010) 453-457.

Google Scholar