ANALYTICAL ASSESSMENT AND COMPARISON OF CYCLIC BEHAVIOR OF END PLATE AND T-STUB BOLTED CONNECTIONS DUE TO HORIZONTAL ARRANGEMENT VARIATION OF COLUMN BOLTS

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.

GERAMI MOHSEN; SABERI VAHID; SABERI HAMID

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

Journal Paper

Paper Information

Journal: STRUCTURE AND STEEL Year:2010 | Volume:5 | Issue:6 Page(s): 43-57

Download Full-Text

Persian Verion

View:

1,054

Download:

Cites:

Information Journal Paper

Title

ANALYTICAL ASSESSMENT AND COMPARISON OF CYCLIC BEHAVIOR OF END PLATE AND T-STUB BOLTED CONNECTIONS DUE TO HORIZONTAL ARRANGEMENT VARIATION OF COLUMN BOLTS

Author(s)

GERAMI MOHSEN | SABERI VAHID | SABERI HAMID | Issue Writer Certificate

Keywords

CYCLIC BEHAVIOR CONNECTIONSQ3

BOLTED BEAM-TO-COLUMN CONNECTIONSQ3

END PLATEQ2

T-STUBQ3

BOLT ARRANGEMENTQ3

Abstract

Two kinds of Post-Northridge proposed beam-to-column connections are End palte and T-STUB bolted connections. The aim of this paper is assessment and comparison of cyclic behavior of the mentioned connections due to horizontal variation of column bolts from centerline of beam web by finite element modeling of eight mentioned connections substructures in ANSYS, ver10. The results show that, if the mentioned connections are designed for equal sections of beam and column according to the AISC code, T-STUB connection will have more moment resistance capacity and elastic stiffness than END PLATE connection while they have equal total energy dissipation approximately. Finally, analytical inspection on the mentioned parameter represented, attention to the behavior sensitivity and failure mode variation probability for bolted T-STUB connection under cyclic load due to this partameter variation, despite T-STUB connection has more moment resistance capacity, it is recommended to design bolted END PLATE connection rather than T-STUB connection in cases that a weak construction is probable.

Cites

No record.

References

No record.

Cite

APA: Copy

GERAMI, MOHSEN, SABERI, VAHID, & SABERI, HAMID. (2010). ANALYTICAL ASSESSMENT AND COMPARISON OF CYCLIC BEHAVIOR OF END PLATE AND T-STUB BOLTED CONNECTIONS DUE TO HORIZONTAL ARRANGEMENT VARIATION OF COLUMN BOLTS. STRUCTURE AND STEEL, 5(6), 43-57. SID. https://sid.ir/paper/136612/en

Vancouver: Copy

GERAMI MOHSEN, SABERI VAHID, SABERI HAMID. ANALYTICAL ASSESSMENT AND COMPARISON OF CYCLIC BEHAVIOR OF END PLATE AND T-STUB BOLTED CONNECTIONS DUE TO HORIZONTAL ARRANGEMENT VARIATION OF COLUMN BOLTS. STRUCTURE AND STEEL[Internet]. 2010;5(6):43-57. Available from: https://sid.ir/paper/136612/en

IEEE: Copy

MOHSEN GERAMI, VAHID SABERI, and HAMID SABERI, “ANALYTICAL ASSESSMENT AND COMPARISON OF CYCLIC BEHAVIOR OF END PLATE AND T-STUB BOLTED CONNECTIONS DUE TO HORIZONTAL ARRANGEMENT VARIATION OF COLUMN BOLTS,” STRUCTURE AND STEEL, vol. 5, no. 6, pp. 43–57, 2010, [Online]. Available: https://sid.ir/paper/136612/en

Related Journal Papers