EVALUATION OF REINFORCED CONCRETE STRUCTURAL MEMBERS UNDER UNIFORM LOADS USING TRUSS MODEL

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.

DABBAGH HOUSHANG; CHOBDARIAN RIZAN

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

Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Year:2016 | Volume:2 | Issue:4 Page(s): 31-47

Download Full-Text

Persian Verion

View:

1,052

Download:

Cites:

Information Journal Paper

Title

EVALUATION OF REINFORCED CONCRETE STRUCTURAL MEMBERS UNDER UNIFORM LOADS USING TRUSS MODEL

Author(s)

DABBAGH HOUSHANG | CHOBDARIAN RIZAN | Issue Writer Certificate

Keywords

TRUSS MODELQ1

FINITE ELEMENT ANALYSISQ2

REINFORCED CONCRETEQ2

DISCONTINUITYQ2

Abstract

TRUSS MODEL is an analytical approach to predict the strength of REINFORCED CONCRETE members with geometric or statical discontinuous regions. This study investigates the use of TRUSS MODEL to predict the structural behavior of REINFORCED CONCRETE members with DISCONTINUITY areas under monotonic loading. The estimated failure load and its corresponding deformation are the main objective of this research. Twenty and three samples including short shear walls, short columns and deep beams tested by other researchers throughout the literature have been selected. Then their TRUSS MODELs as well as their three dimensional finite element models are analyzed using ABAQUS software. The comparison of experimental and analytical results shows fair correlation between them. Also, the structural response of samples estimated by TRUSS MODEL analysis is fairly acceptable.

Cites

No record.

References

No record.

Cite

APA: Copy

DABBAGH, HOUSHANG, & CHOBDARIAN, RIZAN. (2016). EVALUATION OF REINFORCED CONCRETE STRUCTURAL MEMBERS UNDER UNIFORM LOADS USING TRUSS MODEL. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 2(4), 31-47. SID. https://sid.ir/paper/252516/en

Vancouver: Copy

DABBAGH HOUSHANG, CHOBDARIAN RIZAN. EVALUATION OF REINFORCED CONCRETE STRUCTURAL MEMBERS UNDER UNIFORM LOADS USING TRUSS MODEL. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2016;2(4):31-47. Available from: https://sid.ir/paper/252516/en

IEEE: Copy

HOUSHANG DABBAGH, and RIZAN CHOBDARIAN, “EVALUATION OF REINFORCED CONCRETE STRUCTURAL MEMBERS UNDER UNIFORM LOADS USING TRUSS MODEL,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 2, no. 4, pp. 31–47, 2016, [Online]. Available: https://sid.ir/paper/252516/en

Related Journal Papers