CYCLIC BEHAVIOR OF COLD-FORMED STEEL FRAMES WITH STRAP BRACING

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.

HOSSEINZADEH Y.; MOSLEHIFAR A.; AHMADI H.

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

Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2017 | Volume:18 | Issue:2 Page(s): 150-161

Download Full-Text

View:

473

Download:

288

Cites:

Information Journal Paper

Title

CYCLIC BEHAVIOR OF COLD-FORMED STEEL FRAMES WITH STRAP BRACING

Author(s)

HOSSEINZADEH Y. | MOSLEHIFAR A. | AHMADI H. | Issue Writer Certificate

Keywords

COLD-FORMED STEEL FRAMES

STRAP BRACING

FINITE ELEMENT MODEL

CYCLIC BEHAVIOR

SEISMIC BEHAVIOR

Abstract

In the present research, inelastic behavior of COLD-FORMED STEEL FRAMES with STRAP BRACING was studied under cycling loading using finite element (FE) method. All of frame members including tracks, studs, and braces were modeled using two dimensional shell elements. The screw connections of braces to studs were simulated using connector elements. The shear and axial strength of screws were determined considering the screw pull-out and hard contact of braces to studs. The failure mechanism and resultant base shear were compared with the experimental measurements. The results showed a good agreement between developed FE model and experimental data. The shear and tensile forces of screws at different stages of loading, as well as the behavior in elastic and inelastic regions, were evaluated using the developed model. It was concluded that the buckling and yielding of braces are the most effective factors on the CYCLIC BEHAVIOR of COLD-FORMED STEEL FRAMES; and that CYCLIC BEHAVIOR of COLD-FORMED STEEL FRAMES with STRAP BRACING can be accurately determined using the proposed FE model.

Cites

No record.

References

Cite

APA: Copy

HOSSEINZADEH, Y., MOSLEHIFAR, A., & AHMADI, H.. (2017). CYCLIC BEHAVIOR OF COLD-FORMED STEEL FRAMES WITH STRAP BRACING. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 18(2), 150-161. SID. https://sid.ir/paper/299221/en

Vancouver: Copy

HOSSEINZADEH Y., MOSLEHIFAR A., AHMADI H.. CYCLIC BEHAVIOR OF COLD-FORMED STEEL FRAMES WITH STRAP BRACING. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2017;18(2):150-161. Available from: https://sid.ir/paper/299221/en

IEEE: Copy

Y. HOSSEINZADEH, A. MOSLEHIFAR, and H. AHMADI, “CYCLIC BEHAVIOR OF COLD-FORMED STEEL FRAMES WITH STRAP BRACING,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 18, no. 2, pp. 150–161, 2017, [Online]. Available: https://sid.ir/paper/299221/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops