CONSIDERING THE CAPACITY OF PANEL ZONES WITH DIFFERENT GEOMETRY CASES ACCORDING TO STRENGTH BASE DESIGN

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.

HOSSEINI HASHEMI B.; AHMADI JAZANI R.

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

Journal Paper

Paper Information

Journal: Sharif Journal of Civil Engineering Year:2006 | Volume:22 | Issue:35 Page(s): 35-46

Download Full-Text

Persian Verion

View:

1,869

Download:

Cites:

Information Journal Paper

Title

CONSIDERING THE CAPACITY OF PANEL ZONES WITH DIFFERENT GEOMETRY CASES ACCORDING TO STRENGTH BASE DESIGN

Author(s)

HOSSEINI HASHEMI B. | AHMADI JAZANI R. | Issue Writer Certificate

Keywords

Not Registered.

Abstract

Panel zone is one of the most important elements for transferring the lateral load to other elements in Steel Moment Resistant Frames. To some extent, this element, through its suitable ductile behavior with beams, which, themselves, have been known as ductile elements, can increase the overall ductility of SMRF. The suitable design procedure for this element and details, can highly affect the performance of SMRF. Because of the lack of present research and attention, especially on panel zones with unequal beam depth on two sides of the panel zone and their effect on the panel zone when a monotonic load is acting on SMRF, the main aim of this paper is to consider the capacity of panel zones individually, with unequal beam depth on two sides. The research method is based on verifying the analytical model, built into the ANSYS Finite Element Software, with an experimental model in a laboratory test. This verification permits one to make different models with a variety of geometry parameters of the panel zone (i.e. depth of beams and thickness of column flange). Finally, hysteresis loops of the panel zone are used for comparing the suggested code formulations for the capacity of a panel zone. The obtained results from this research show that the present formulation in the 2800 standard (third edition) in some geometry cases is over or under estimated. When the thickness of the column flanges increase, the capacity of the panel zone which is provided by the 2800 standard, is less than the results obtained in this research. In the case of exterior columns (which are connected to only one beam) or in a case of interior columns with equal beams, as the thickness of the column flanges decrease, the obtained results are less than the values provided by the 2800 standard.

Cites

No record.

References

No record.

Cite

APA: Copy

HOSSEINI HASHEMI, B., & AHMADI JAZANI, R.. (2006). CONSIDERING THE CAPACITY OF PANEL ZONES WITH DIFFERENT GEOMETRY CASES ACCORDING TO STRENGTH BASE DESIGN. SHARIF: CIVIL ENINEERING, 22(35), 35-46. SID. https://sid.ir/paper/128023/en

Vancouver: Copy

HOSSEINI HASHEMI B., AHMADI JAZANI R.. CONSIDERING THE CAPACITY OF PANEL ZONES WITH DIFFERENT GEOMETRY CASES ACCORDING TO STRENGTH BASE DESIGN. SHARIF: CIVIL ENINEERING[Internet]. 2006;22(35):35-46. Available from: https://sid.ir/paper/128023/en

IEEE: Copy

B. HOSSEINI HASHEMI, and R. AHMADI JAZANI, “CONSIDERING THE CAPACITY OF PANEL ZONES WITH DIFFERENT GEOMETRY CASES ACCORDING TO STRENGTH BASE DESIGN,” SHARIF: CIVIL ENINEERING, vol. 22, no. 35, pp. 35–46, 2006, [Online]. Available: https://sid.ir/paper/128023/en

Related Journal Papers