THE EFFECT OF FRP STRENGTHENING OF BOUNDARY ELEMENTS IN SLENDER RC SHEAR WALL

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.

MOSTOFINEJAD D.; MOHAMMADI ANAEI M.

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

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2011 | Volume:42 | Issue:3 Page(s): 1-8

Download Full-Text

Persian Verion

View:

1,393

Download:

Cites:

Information Journal Paper

Title

THE EFFECT OF FRP STRENGTHENING OF BOUNDARY ELEMENTS IN SLENDER RC SHEAR WALL

Author(s)

MOSTOFINEJAD D. | MOHAMMADI ANAEI M. | Issue Writer Certificate

Keywords

SHEAR WALLQ2

FINITE ELEMENT ANALYSISQ2

DAMAGE PLASTICITY MODELQ2

TENSION STIFFENINGQ3

FRPQ3

STRENGTHENINGQ3

Abstract

Concrete SHEAR WALLs are the most common system resisting against seismic loads in the world. These elements carry the lateral loads by a combination of the axial, shear and flexural responses. Change in the seismic code requirements, subjecting intensive dynamic loads such as explosion or earthquake and other destructive effects make the SHEAR WALLs weak for continuing service life. In the recent years FRP materials have attracted much interest. FRP application in retrofitting projects is appealing because of their unique properties. Nevertheless, a review on the previous studies shows that despite the squat walls, very limited analytical and/or experimental studies have been conducted on the FRP STRENGTHENING of the slender RC SHEAR WALLs under monotonic loading so far. In this paper it is focused on the STRENGTHENING of boundary elements with FRP and it's effect on the wall behavior. The finite element software is calibrated and verified using available experimental data. Nonlinear FINITE ELEMENT ANALYSIS of reinforced concrete walls is performed using DAMAGE PLASTICITY MODEL and TENSION STIFFENING effects. Results of the current study show the superior effectiveness of STRENGTHENING FRP composite layers on the behavior of the concrete SHEAR WALLs.

Cites

No record.

References

No record.

Cite

APA: Copy

MOSTOFINEJAD, D., & MOHAMMADI ANAEI, M.. (2011). THE EFFECT OF FRP STRENGTHENING OF BOUNDARY ELEMENTS IN SLENDER RC SHEAR WALL. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 42(3), 1-8. SID. https://sid.ir/paper/165738/en

Vancouver: Copy

MOSTOFINEJAD D., MOHAMMADI ANAEI M.. THE EFFECT OF FRP STRENGTHENING OF BOUNDARY ELEMENTS IN SLENDER RC SHEAR WALL. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2011;42(3):1-8. Available from: https://sid.ir/paper/165738/en

IEEE: Copy

D. MOSTOFINEJAD, and M. MOHAMMADI ANAEI, “THE EFFECT OF FRP STRENGTHENING OF BOUNDARY ELEMENTS IN SLENDER RC SHEAR WALL,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 42, no. 3, pp. 1–8, 2011, [Online]. Available: https://sid.ir/paper/165738/en

Related Journal Papers