AN INVESTIGATION ON STEEL KNEE BRACED FRAMES FOR LATERAL LOADS

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.

JALALI MEYSAM; ZAHRAEI SEYED MAHDI; MIRGHADERI S.R.

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

Journal Paper

Paper Information

Journal: Civil Engineering Infrastructures Journal Year:2010 | Volume:44 | Issue:1 Page(s): 27-35

Download Full-Text

Persian Verion

View:

1,348

Download:

Cites:

Information Journal Paper

Title

AN INVESTIGATION ON STEEL KNEE BRACED FRAMES FOR LATERAL LOADS

Author(s)

JALALI MEYSAM | ZAHRAEI SEYED MAHDI | MIRGHADERI S.R. | Issue Writer Certificate

Keywords

NONLINEAR FINITE ELEMENT ANALYSISQ3

CYCLIC BEHAVIORQ3

DUCTILITYQ2

KNEE BRACED FRAMESQ3

MATHEMATICAL MODELQ2

Abstract

Hysteretic dampers as the most practical passive control methods have improved the seismic performance of steel structures through energy dissipation induced by large inelastic deformations. Among them in this paper, KBF (Knee Braced Frames), a special form of braced frames having a diagonal brace connected to a knee element instead of beam-column joint, is investigated. In such systems, the knee element designed to have inelastic behavior for dissipating seismic energy caused by strong earthquake. In this article, analytical investigation on cyclic performance of knee braced single span one-story frame specimens is described. Nonlinear finite element method have been used for analysis of KBFs. Results have shown good behavior of knee member before its failure and also indicated a number of important considerations for seismic design of KBFs. Moreover hysteretic behavior have shown no pinching effects. At last, a MATHEMATICAL MODEL has been derived to predict the bilinear behavior of the KBFs and compared with monotonic pushover analysis. Acceptable conformity between mathematical and numerical model proved the accuracy of the proposed model.

Cites

No record.

References

No record.

Cite

APA: Copy

JALALI, MEYSAM, ZAHRAEI, SEYED MAHDI, & MIRGHADERI, S.R.. (2010). AN INVESTIGATION ON STEEL KNEE BRACED FRAMES FOR LATERAL LOADS. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 44(1), 27-35. SID. https://sid.ir/paper/166627/en

Vancouver: Copy

JALALI MEYSAM, ZAHRAEI SEYED MAHDI, MIRGHADERI S.R.. AN INVESTIGATION ON STEEL KNEE BRACED FRAMES FOR LATERAL LOADS. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2010;44(1):27-35. Available from: https://sid.ir/paper/166627/en

IEEE: Copy

MEYSAM JALALI, SEYED MAHDI ZAHRAEI, and S.R. MIRGHADERI, “AN INVESTIGATION ON STEEL KNEE BRACED FRAMES FOR LATERAL LOADS,” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 44, no. 1, pp. 27–35, 2010, [Online]. Available: https://sid.ir/paper/166627/en

Related Journal Papers