Analysis on the Seismic Performance of RC Frame Beam-Column Joints Strengthened by Sprayed FRP

Zhao Yang; Cai Wu

doi:10.4028/www.scientific.net/AMM.578-579.835

Paper Titles

The Best Position to Determine the Hinge in the Cantilever Bridge
p.814

The Connection Form of the Beam and Column in Prefabricated Concrete Structure
p.818

A Refined Theory of Moderately Thick Plates According to Exposition of the Classical Technical Theories, Theoretical Aspects
p.822

Analysis on Bearing Wall with Opening Transfer Beams Subjected to Vertical Loads
p.830

Analysis on the Seismic Performance of RC Frame Beam-Column Joints Strengthened by Sprayed FRP
p.835

ANSYS-Based Study in the New Composite Beam for Effective Flange Width
p.839

Research of the Influence of Snow Load Distribution Factor on Mechanical Performance of Portal Frame
p.846

Study on the Structural Dynamic Characteristics of Sand Washing Tower Based on ANSYS
p.850

Study the Structure of the Vibration Characteristics of Sand Washing Water Tower Based on ANSYS
p.854

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Analysis on the Seismic Performance of RC Frame...

Analysis on the Seismic Performance of RC Frame Beam-Column Joints Strengthened by Sprayed FRP

Abstract:

The seismic performance of RC frame beam-column joints was analyzed by using ANSYS in the paper. Firstly, reasonable finite element models were established by comparing the result of numerical simulation to experiment. Thus the seismic performance of concrete frame joints strengthened by Sprayed FRP was studied, and influence on the seismic performance by different thickness, length of Sprayed FRP, and different axial pressure ratio of column were analyzed in the paper too. Studies showed that reinforcing the concrete frame joints with Sprayed FRP is effective.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

835-838

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.835

Citation:

Cite this paper

Online since:

July 2014

Authors:

Zhao Yang*, Cai Wu

Keywords:

Beam-Column Joint, Finite Element (FE) Simulation, Seismic Performance, Sprayed FRP

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Jiangtao YU, Zhoudao LU, Kechun ZHANG. Experimental study on seismic behavior of strengthened RC column-beam joints damaged by simulated earthquake [J]. Journal of Building Structures. 2010, 31(12): 64～73 (in Chinese).

DOI: 10.1016/j.proeng.2011.07.235

Google Scholar

[2] Yaping PENG, Tiecheng WANG. Restor ing force model of concrete frame joints reinforced with FRP [J]. Journal of Jiangsu University. 2010, 31(1): 98～103 (in Chinese).

Google Scholar

[3] Zhao Yang, Cai Wu, Zhi Yang. Study on calculation formula of seismic shear capacity of the core of concrete frame joint strengthened by Sprayed FRP [J]. Advanced Materials Research, 2014, 908: 89-92.

DOI: 10.4028/www.scientific.net/amr.908.89

Google Scholar

[4] Zhao Yang, Di Wu, Zhi Yang. Feasibility study on Sprayed FRP used in the seismic strengthening of concrete frame joints [J]. Advanced Materials Research, 2014, 908: 59-62.

DOI: 10.4028/www.scientific.net/amr.908.59

Google Scholar

[5] Ouyang Yu, Yihui Huang, Zaizi Qian. Analysis on the seismic performance of Concrete beam-column joints strengthened by GFRP [J]. Journal of Building Structures. 2003, 33(5): 54-58. (in Chinese).

Google Scholar

[6] Zhi ZHANG. Experimental research and theoretical analysis on seismic behavior of masonry strengthened by SGFRP [D]. Doctoral Thesis, Wuhan University of Technology, 2010 (in Chinese).

Google Scholar