EXPERIMENTAL AND ANALYTICAL STUDIES ON THE INFILLED FRAMES WITH FRICTIONAL SLIDING FUSES

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.

MOHAMMADI M.; AKRAMI V.; MOHAMMADI R.

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

Journal Paper

Paper Information

Journal: Journal of Seismology and Earthquake Engineering Year:2010 | Volume:11 | Issue:4 Page(s): 205-213

Download Full-Text

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

Persian Verion

View:

821

Download:

141

Cites:

Information Journal Paper

Title

EXPERIMENTAL AND ANALYTICAL STUDIES ON THE INFILLED FRAMES WITH FRICTIONAL SLIDING FUSES

Author(s)

MOHAMMADI M. | AKRAMI V. | MOHAMMADI R. | Issue Writer Certificate

Keywords

ENGINEERED INFILLQ4

STEEL FRAMEQ4

FRICTIONAL SLIDING FUSE (FSF)Q4

OUT OF PLANEQ4

STRENGTHQ4

Abstract

Experimental and analytical investigations have been conducted on a new type of infilled frames with Frictional Sliding Fuses (FSF). The results show that these infilled frames have adjustable STRENGTH and high ductility similar to other structural elements. Furthermore, the ultimate STRENGTHs and deformation capacities of such infills are much more than regular similar fuse-less infilled frames. To study the behavior of such infilled frames in OUT OF PLANE direction, a specimen was loaded transversally after being failed by in-plane loadings and having the experience of 6% drift in this direction. The results reveal that the infill has sufficient STRENGTH against OUT OF PLANE components of regular earthquakes. The infill with the proposed configuration of this study is modeled by finite element method, in ABAQUS, to study the influence of the fuse sliding STRENGTH on its ultimate STRENGTH. It is shown that the ultimate STRENGTH is raised linearly by increasing the sliding STRENGTH of the fuse. In summary, the results confirms that such infilled frames can be regarded engineered for their high ductility as well as the capability of being adjusted for a desired STRENGTH.

Cites

No record.

References

No record.

Cite

APA: Copy

MOHAMMADI, M., AKRAMI, V., & MOHAMMADI, R.. (2010). EXPERIMENTAL AND ANALYTICAL STUDIES ON THE INFILLED FRAMES WITH FRICTIONAL SLIDING FUSES. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, 11(4), 205-213. SID. https://sid.ir/paper/112348/en

Vancouver: Copy

MOHAMMADI M., AKRAMI V., MOHAMMADI R.. EXPERIMENTAL AND ANALYTICAL STUDIES ON THE INFILLED FRAMES WITH FRICTIONAL SLIDING FUSES. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING[Internet]. 2010;11(4):205-213. Available from: https://sid.ir/paper/112348/en

IEEE: Copy

M. MOHAMMADI, V. AKRAMI, and R. MOHAMMADI, “EXPERIMENTAL AND ANALYTICAL STUDIES ON THE INFILLED FRAMES WITH FRICTIONAL SLIDING FUSES,” JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, vol. 11, no. 4, pp. 205–213, 2010, [Online]. Available: https://sid.ir/paper/112348/en

Related Journal Papers