EVALUATION OF USING TRIANGULAR PLATES AS CONTINUITY PLATES IN BOX COLUMN SECTION IN PREQUALIFIED WELDED 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

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

Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Year:2017 | Volume:3 | Issue:4 (9) Page(s): 120-138

Download Full-Text

Persian Verion

View:

1,560

Download:

Cites:

Information Journal Paper

Title

EVALUATION OF USING TRIANGULAR PLATES AS CONTINUITY PLATES IN BOX COLUMN SECTION IN PREQUALIFIED WELDED CONNECTIONS UNDER CYCLIC LOADING

Author(s)

KAFI MOHAMMAD ALI | TARIGHI PAYAM | Issue Writer Certificate

Keywords

STEEL STRUCTURESQ2

CONTINUITY PLATESQ2

MOMENT CONNECTIONSQ2

REDUCED BEAM SECTIONQ2

TRIANGULAR PLATESQ2

Abstract

Welding of CONTINUITY PLATES in box columns are not easily possible, therefore some researches has been done for substitution of external CONTINUITY PLATES. In this study first effects of continuity plate in I beam to Box column with top and bottom plate (WFP) and welded unreinforced flange-welded web connection (WUF-W) and REDUCED BEAM SECTION connection (RBS) was discussed. Then, usage of TRIANGULAR PLATES in connection of beam to box column as CONTINUITY PLATES under cyclic loading was studied. Studies have shown that existence of CONTINUITY PLATES in connections mentioned above have averagely increased loading capacity, rigidity and energy absorption 63, 86 and 75 percent respectively. The results also showed that using of TRIANGULAR PLATES as CONTINUITY PLATES of box columns causing plastic strain in column flange in the area that concentration of materials is not much in TRIANGULAR PLATES and increased the probability of failure in weld of plates to the column flange. Also using of TRIANGULAR PLATES as CONTINUITY PLATES have not affected plastic hinge location.

Cites

No record.

References

No record.

Cite

APA: Copy

KAFI, MOHAMMAD ALI, & TARIGHI, PAYAM. (2017). EVALUATION OF USING TRIANGULAR PLATES AS CONTINUITY PLATES IN BOX COLUMN SECTION IN PREQUALIFIED WELDED CONNECTIONS UNDER CYCLIC LOADING. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 3(4 (9)), 120-138. SID. https://sid.ir/paper/252499/en

Vancouver: Copy

KAFI MOHAMMAD ALI, TARIGHI PAYAM. EVALUATION OF USING TRIANGULAR PLATES AS CONTINUITY PLATES IN BOX COLUMN SECTION IN PREQUALIFIED WELDED CONNECTIONS UNDER CYCLIC LOADING. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2017;3(4 (9)):120-138. Available from: https://sid.ir/paper/252499/en

IEEE: Copy

MOHAMMAD ALI KAFI, and PAYAM TARIGHI, “EVALUATION OF USING TRIANGULAR PLATES AS CONTINUITY PLATES IN BOX COLUMN SECTION IN PREQUALIFIED WELDED CONNECTIONS UNDER CYCLIC LOADING,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 3, no. 4 (9), pp. 120–138, 2017, [Online]. Available: https://sid.ir/paper/252499/en

Related Journal Papers