ANALYSIS OF SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS

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.

ARABZADEH ABOU ALFAZL; ADIBI M.A.; ERSHADI S.

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

Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN) Year:2001 | Volume:12 | Issue:2 Page(s): 99-110

Download Full-Text

Persian Verion

View:

3,427

Download:

Cites:

Information Journal Paper

Title

ANALYSIS OF SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS

Author(s)

ARABZADEH ABOU ALFAZL | ADIBI M.A. | ERSHADI S. | Issue Writer Certificate

Keywords

Not Registered.

Abstract

A reinforced concrete deep beam is one of the structural members which is used in highrise building basement slabs, shear walls, bridges, dams and offshore structures. They are specified by their span to depth ratio, and generally a deep beam refered to a beam with span to depth ratio less than 5. In this paper behavior and failure modes of 18 simply supported deep beam with span to depth ratio less than 3 loaded from the top mid-span considered. The experimental results indicate the main failure is shear, when small amount of main flexural reinforcement (0.004bde), used the beam failed in flexural and when high amount of main reinforcement (0.017bde), used the beam failed in bearing. Furthermore; for the analysis of the beams the existing methods and proposed method are used. The results of existing methods are not consistence and about 30-60 percent conservative, whereas the proposed method has given safe, consistence and accurate results.

Cites

No record.

References

No record.

Cite

APA: Copy

ARABZADEH, ABOU ALFAZL, ADIBI, M.A., & ERSHADI, S.. (2001). ANALYSIS OF SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS. INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN), 12(2), 99-110. SID. https://sid.ir/paper/65866/en

Vancouver: Copy

ARABZADEH ABOU ALFAZL, ADIBI M.A., ERSHADI S.. ANALYSIS OF SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS. INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN)[Internet]. 2001;12(2):99-110. Available from: https://sid.ir/paper/65866/en

IEEE: Copy

ABOU ALFAZL ARABZADEH, M.A. ADIBI, and S. ERSHADI, “ANALYSIS OF SIMPLY SUPPORTED REINFORCED CONCRETE DEEP BEAMS,” INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN), vol. 12, no. 2, pp. 99–110, 2001, [Online]. Available: https://sid.ir/paper/65866/en

Related Journal Papers