EXPERIMENTAL AND NUMERICAL STUDY OF SOME OF EFFECTIVE PARAMETERS ON BEHAVIOR OF EXTERIOR REINFORCED CONCRETE BEAM-COLUMN CONNECTION AND ITS COMPARISON WITH RC STRUCTURAL CODE

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.

VATANI OSKOUEI A.

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

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2015 | Volume:47 | Issue:1 Page(s): 1-4

Download Full-Text

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

Persian Verion

View:

888

Download:

449

Cites:

Information Journal Paper

Title

EXPERIMENTAL AND NUMERICAL STUDY OF SOME OF EFFECTIVE PARAMETERS ON BEHAVIOR OF EXTERIOR REINFORCED CONCRETE BEAM-COLUMN CONNECTION AND ITS COMPARISON WITH RC STRUCTURAL CODE

Author(s)

VATANI OSKOUEI A. | Issue Writer Certificate

Keywords

Not Registered.

Abstract

During a destructive earthquake, beam-column connection ought to be the last part of whole system that be damaged. In this study, exterior beam-column connection of the five story building designed by the current seismic concrete design code was chosen. The selective connection was subjected to cyclic (seismic type) loading. For studying the more influencing parameters which effect connection behaviors, a FEM model was prepared. The FEM model was calibrated by using the experimental specimens at same loading history. Two different axial load quantities ( 0.1f’c Ag, 0.25 f’c Ag) were applied on top of column. Increasing loads and concrete compressive strength cause an increase in the shear strength of connection. Transverse beam not only affect the confinement of beam-column connection but also increases the system rigidity. In all the models used, the shear factor (g in t = g Öf’c) without axial load is more than the values suggested by ABA (Iranian concrete design code) and more than the minimum value of (NZS 3101-1995).The results was shown that in concrete structures the chosen one value for effective stiffness of cracked element without considering ductility of element is not reliable.

Cites

No record.

References

No record.

Cite

APA: Copy

VATANI OSKOUEI, A.. (2015). EXPERIMENTAL AND NUMERICAL STUDY OF SOME OF EFFECTIVE PARAMETERS ON BEHAVIOR OF EXTERIOR REINFORCED CONCRETE BEAM-COLUMN CONNECTION AND ITS COMPARISON WITH RC STRUCTURAL CODE. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 47(1), 1-4. SID. https://sid.ir/paper/165717/en

Vancouver: Copy

VATANI OSKOUEI A.. EXPERIMENTAL AND NUMERICAL STUDY OF SOME OF EFFECTIVE PARAMETERS ON BEHAVIOR OF EXTERIOR REINFORCED CONCRETE BEAM-COLUMN CONNECTION AND ITS COMPARISON WITH RC STRUCTURAL CODE. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2015;47(1):1-4. Available from: https://sid.ir/paper/165717/en

IEEE: Copy

A. VATANI OSKOUEI, “EXPERIMENTAL AND NUMERICAL STUDY OF SOME OF EFFECTIVE PARAMETERS ON BEHAVIOR OF EXTERIOR REINFORCED CONCRETE BEAM-COLUMN CONNECTION AND ITS COMPARISON WITH RC STRUCTURAL CODE,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 47, no. 1, pp. 1–4, 2015, [Online]. Available: https://sid.ir/paper/165717/en

Related Journal Papers