Effects Of Rib Plates And Haunch On The Behavior Welded Prequalified Moment Connections Under Cyclic Loading

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.

KAFI MOHAMMAD ALI; TARIGHI PAYAM

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

Journal Paper

Paper Information

Journal: Modeling in Engineering Year:2018 | Volume:16 | Issue:52 Page(s): 237-252

Download Full-Text

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

Persian Verion

View:

472

Download:

Cites:

Information Journal Paper

Title

Effects Of Rib Plates And Haunch On The Behavior Welded Prequalified Moment Connections Under Cyclic Loading

Author(s)

KAFI MOHAMMAD ALI | TARIGHI PAYAM | Issue Writer Certificate

Keywords

welded unreinforced flangeQ1

welded webQ1

welded topQ1

bottom flange plateQ1

reduced beam sectionQ1

Hysteresis CurvesQ1

Abstract

One of the connections that are less use by designers due to the difficult implementation is welded unreinforced flange welded web connection. Almost can be said that this type of connection can be use without design. Studies on this connections indicated presence of plastic strains in near the beam to column connection causes decreased levels of confidence this connections. In this article studied on I shape beam to column moment connections with welded unreinforced flange-welded web (WUF-W), welded top and bottom flange plate (WFP) and reduced beam section (RBS). For this propose for each specimen design connection with ST37 material properties according to Iranian national Cone No-10 (Design Steel Structures specifications). With the Abaqus finite element analysis software studied and compares Hysteresis Curves and performance of each connection under cyclic loading. Finally recommended details for Increase safety level of WUF-W moment connection. This study has shown that energy dissipate of WFP 20 and 52 present respectively was more than WUF-W and RBS moment connection. Load capacity of WFP 19 and 54 present respectively was more than WUF-W and RBS moment connection. Reinforce WUF-W with haunch had best results in energy dissipate, rigidity and load capacity that increase respectively 10. 5, 18. 5 and 8 present parameters.

Cites

No record.

References

No record.

Cite

APA: Copy

KAFI, MOHAMMAD ALI, & TARIGHI, PAYAM. (2018). Effects Of Rib Plates And Haunch On The Behavior Welded Prequalified Moment Connections Under Cyclic Loading. JOURNAL OF MODELING IN ENGINEERING, 16(52 ), 237-252. SID. https://sid.ir/paper/358824/en

Vancouver: Copy

KAFI MOHAMMAD ALI, TARIGHI PAYAM. Effects Of Rib Plates And Haunch On The Behavior Welded Prequalified Moment Connections Under Cyclic Loading. JOURNAL OF MODELING IN ENGINEERING[Internet]. 2018;16(52 ):237-252. Available from: https://sid.ir/paper/358824/en

IEEE: Copy

MOHAMMAD ALI KAFI, and PAYAM TARIGHI, “Effects Of Rib Plates And Haunch On The Behavior Welded Prequalified Moment Connections Under Cyclic Loading,” JOURNAL OF MODELING IN ENGINEERING, vol. 16, no. 52 , pp. 237–252, 2018, [Online]. Available: https://sid.ir/paper/358824/en

Related Journal Papers