Experimental Study of Reinforcement Effect of Injured Frame Joints under Different Axial Compression Ratio

Ming Xin Fang; Zhi Yong Yang; Zheng Fei Chang; Shun Hui Liu; Gang Wang

doi:10.4028/www.scientific.net/AMR.919-921.106

Paper Titles

Effect of Loading Pattern on Performance of FRP-HSC-Steel Double Skin Tubular Columns
p.83

Evaluation of Snow Load Using a Wind Tunnel on the Arched House
p.88

Evaluation of the Fire Resistance of H-Section Made of High Strength Structural Steels with a Difference of Length
p.95

Experiment Design of the Scale Model of the RC Frame Structure under Internal Blast Loading
p.99

Experimental Study of Reinforcement Effect of Injured Frame Joints under Different Axial Compression Ratio
p.106

Experimental Study of Strengthening of Reinforced Concrete Beams with Externally Bonded GFRP Sheets
p.115

Experimental Study on Early-Age Crack of RC Using TSTM
p.119

Experimental Study on Glued Bamboo Beam
p.123

Experimental Study on the Flexural Behavior of Stone Slabs with near Surface Mounted Steel Bar
p.128

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Experimental Study of Reinforcement Effect of...

Experimental Study of Reinforcement Effect of Injured Frame Joints under Different Axial Compression Ratio

Abstract:

In this paper, reinforcement effect of the seismic performance of injured flat cross-shaped reinforced concrete frame joints under different axial compression ratio are analysed systematically through experiment.The research focuses on the relationship between the effect of reinforcement with carbon fiber and axial compression ratio. Three identical joints under different axial compression ratio are loaded by low cyclic load in the experiment to study the seismic performance of them.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

106-114

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.106

Citation:

Cite this paper

Online since:

April 2014

Authors:

Ming Xin Fang, Zhi Yong Yang, Zheng Fei Chang, Shun Hui Liu, Gang Wang

Keywords:

Axial Compression Ratio, Carbon Fiber Reinforcement, Frame Joint, Seismic Behavior

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Yousef A. Al-Salloum, Tarek H. Almusallam, Saleh H. Alsayed, Nadeem A. Siddiqui. Seismic Behavior of As-Built, ACI-Complying, and CFRP-Repaired Exterior RC Beam-Column Joints. Journal of Composites for Construction, Vol. 15, No. 4, July/August 2011, pp.522-534.

DOI: 10.1061/(asce)cc.1943-5614.0000186

Google Scholar

[2] Ibrahim Erdem, Ugurhan Akyuz, Ugur Ersoy, Guney Ozcebe. An experimental study on two different strengthening techniques for RC frame. Engineering Structures 28 (2006) 1843–1851.

DOI: 10.1016/j.engstruct.2006.03.010

Google Scholar

[3] Higashi Y, Endo T, Okhubo M, Shimizu Y. Experimental study on strengthening reinforced concrete structure by adding shear wall. In: Proceedings of the 7th WCEE, V. 7: 173-80; (1980).

Google Scholar

[4] Pincheira J, Jirsa JO. Seismic response of RC frames retrofitted with steel braces or walls. Journal of Structural Engineering ASCE 1995; 121(8): 1225–35.

DOI: 10.1061/(asce)0733-9445(1995)121:8(1225)

Google Scholar

[5] Weiguo Jiang, Chen Zhongfan. Experimental Research on RC Beam-Column-Joint Specimen Strengthened with CFRPs. Dongnan university , (2004).

Google Scholar

[6] Paulay T, Priestley MJN. Seismic design of reinforced and masonry buildings. New York: Wiley; 1992. p.12–3.

Google Scholar

[7] Li B, Yiming W, Pan T-C. Seismic behaviour of non-seismically detailed interior beam-wide column joints – Part I: Experimental results. ACI Structural Journal 2002; 99(6): 791–802.

DOI: 10.14359/12344

Google Scholar

[8] Qion YU. Strengthening Method for RC Beam-Column Joints. Tongji University, Shanghai 20009. Structural Engineers，2004, （1）：62-70.

Google Scholar