Provide Analytical Relationship to Calculate the Stiffness of Composite Steel Shear Walls

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.

GHOLHAKI M.; MOVAHEDINIA M.; REZAEIFAR O.

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:2018 | Volume:50 | Issue:3 Page(s): 607-616

Download Full-Text

Persian Verion

View:

437

Download:

Cites:

Information Journal Paper

Title

Provide Analytical Relationship to Calculate the Stiffness of Composite Steel Shear Walls

Author(s)

GHOLHAKI M. | MOVAHEDINIA M. | REZAEIFAR O. | Issue Writer Certificate

Keywords

Composite Steel Shear WallQ2

Low Yield Stress SteelQ2

stiffnessQ1

Abstract

The composite shear wall system is considered as one of the newest structural systems. In Composite Steel Shear Wall, reinforced concrete cover causes to increase shear capacity of steel shear wall up to in-plane shear yield limit rather than tension along the diagonal tensile field by anchoring steel plate and preventing its buckling. In innovative Composite Steel Shear Wall system, a gap is created between concrete cover and boundary beams and columns. Tests on traditional and innovative Composite Steel Shear Wall show a slight failure in innovative system compared to traditional system. In this paper, steel plate, concrete cover and frame were separated to calculate the stiffness of Composite Steel Shear Wall by their interaction (CPFI). To evaluate the effect of concrete stiffness on Composite Steel Shear Wall stiffness, the gap between concrete cover and boundary members has been discussed, and then two relationships have been proposed to calculate the stiffness of Composite Steel Shear Wall. The results show that the use of Low Yield Stress Steel plate with equivalent thickness to traditional steel plate will increase stiffness in Composite Steel Shear Wall. Also, concrete cover involvement in boundary members will increase the stiffness.

Cites

No record.

References

No record.

Cite

APA: Copy

GHOLHAKI, M., MOVAHEDINIA, M., & REZAEIFAR, O.. (2018). Provide Analytical Relationship to Calculate the Stiffness of Composite Steel Shear Walls. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 50(3 ), 607-616. SID. https://sid.ir/paper/165748/en

Vancouver: Copy

GHOLHAKI M., MOVAHEDINIA M., REZAEIFAR O.. Provide Analytical Relationship to Calculate the Stiffness of Composite Steel Shear Walls. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2018;50(3 ):607-616. Available from: https://sid.ir/paper/165748/en

IEEE: Copy

M. GHOLHAKI, M. MOVAHEDINIA, and O. REZAEIFAR, “Provide Analytical Relationship to Calculate the Stiffness of Composite Steel Shear Walls,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 50, no. 3 , pp. 607–616, 2018, [Online]. Available: https://sid.ir/paper/165748/en

Related Journal Papers