HYSTERETIC BEHAVIOR OF CONCRETE CONNECTIONS STRENGTHENED BY X-SHAPE FRP STRIPS

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

SHOKRZADEH MOHAMMAD REZA; AZIMINEJHAD ARMIN; SARVGHAD MOGHADDAM ABDOLREZA

Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL ENGINEERING Year:2016 | Volume:12 | Issue:4 Page(s): 29-39

Download Full-Text

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

View:

855

Download:

Cites:

Information Journal Paper

Title

HYSTERETIC BEHAVIOR OF CONCRETE CONNECTIONS STRENGTHENED BY X-SHAPE FRP STRIPS

Author(s)

SHOKRZADEH MOHAMMAD REZA | AZIMINEJHAD ARMIN | SARVGHAD MOGHADDAM ABDOLREZA | Issue Writer Certificate

Keywords

SEISMIC REHABILITATION

FRP

RAINFORCED BEAM-COLUMN CONCRETE CONNECTION

Abstract

Different methods may be used for strengthening weak concrete connections. Because of the unique characteristics of FRP composites, they are widely used for strengthening concrete moment resisting frames. These retrofitting techniques are widely considered in research and practical applications. The retrofitting cost is an important factor in the selection of the most suitable retrofitting techniques. In the application of FRP laminates, the cost of retrofitting is mainly the function of FRP volume and the surface preparation. In this research, using ABAQUS general purpose finite element software, the effect of different FRP configuration in X-shape connection strengthening scheme were considered and the results were compared with full FRP coverage of connection. In this strengthening scheme, the effect of parameters such as strip width and thickness was examined. The results showed that in strengthening with x-shape strips, the connection could develop the capacity of connection strengthened by full FRP coverage, while it needs about 16 percent less FRP laminates, which meaningfully could reduce the price of connection strengthening.

Cites

No record.

References

No record.

Cite

APA: Copy

SHOKRZADEH, MOHAMMAD REZA, AZIMINEJHAD, ARMIN, & SARVGHAD MOGHADDAM, ABDOLREZA. (2016). HYSTERETIC BEHAVIOR OF CONCRETE CONNECTIONS STRENGTHENED BY X-SHAPE FRP STRIPS. JOURNAL OF STRUCTURAL ENGINEERING, 12(4 ), 29-39. SID. https://sid.ir/paper/364536/en

Vancouver: Copy

SHOKRZADEH MOHAMMAD REZA, AZIMINEJHAD ARMIN, SARVGHAD MOGHADDAM ABDOLREZA. HYSTERETIC BEHAVIOR OF CONCRETE CONNECTIONS STRENGTHENED BY X-SHAPE FRP STRIPS. JOURNAL OF STRUCTURAL ENGINEERING[Internet]. 2016;12(4 ):29-39. Available from: https://sid.ir/paper/364536/en

IEEE: Copy

MOHAMMAD REZA SHOKRZADEH, ARMIN AZIMINEJHAD, and ABDOLREZA SARVGHAD MOGHADDAM, “HYSTERETIC BEHAVIOR OF CONCRETE CONNECTIONS STRENGTHENED BY X-SHAPE FRP STRIPS,” JOURNAL OF STRUCTURAL ENGINEERING, vol. 12, no. 4 , pp. 29–39, 2016, [Online]. Available: https://sid.ir/paper/364536/en

Related Journal Papers