EXTENDING SEISMIC DESIGN OF STEEL MOMENT FRAMES USING ENERGY-BASED METHOD

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.

ZAHRAEI SEYED MAHDI; DASTMALCHI SHAHRZAD; MIRGHADERI S.R.

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): 83-92

Download Full-Text

Persian Verion

View:

2,333

Download:

Cites:

Information Journal Paper

Title

EXTENDING SEISMIC DESIGN OF STEEL MOMENT FRAMES USING ENERGY-BASED METHOD

Author(s)

ZAHRAEI SEYED MAHDI | DASTMALCHI SHAHRZAD | MIRGHADERI S.R. | Issue Writer Certificate

Keywords

SEISMIC DESIGNQ2

ENERGY METHODQ3

UNDESIRABLE MECHANISMQ3

EARTHQUAKE INPUT ENERGYQ3

Abstract

The use of energy-based method is discussed in this paper, with taking into account the gravity effects, P-D effects, and other equations to prevent the formation of UNDESIRABLE MECHANISMs. In this method the SEISMIC DESIGN forces are derived from input energy for a selected plastic yield mechanism, and a selected target deformation level. The aim of this method is to study the ability of predicting structural behavior in the ultimate level and to use the maximum structure capacity in order to dissipate seismic input energy. For comparison between response of structures designed with equivalent static method and energy-based method, two 10 and 15-story steel moment frames are designed considering these two methods, for which the results from nonlinear analyses of the frames are compared. The obtained results indicate that the SEISMIC DESIGN by energy-based method improves the seismic behavior of structures compared to the typically used equivalent static method.

Cites

No record.

References

No record.

Cite

APA: Copy

ZAHRAEI, SEYED MAHDI, DASTMALCHI, SHAHRZAD, & MIRGHADERI, S.R.. (2010). EXTENDING SEISMIC DESIGN OF STEEL MOMENT FRAMES USING ENERGY-BASED METHOD. STRUCTURE AND STEEL, 5(6), 83-92. SID. https://sid.ir/paper/136618/en

Vancouver: Copy

ZAHRAEI SEYED MAHDI, DASTMALCHI SHAHRZAD, MIRGHADERI S.R.. EXTENDING SEISMIC DESIGN OF STEEL MOMENT FRAMES USING ENERGY-BASED METHOD. STRUCTURE AND STEEL[Internet]. 2010;5(6):83-92. Available from: https://sid.ir/paper/136618/en

IEEE: Copy

SEYED MAHDI ZAHRAEI, SHAHRZAD DASTMALCHI, and S.R. MIRGHADERI, “EXTENDING SEISMIC DESIGN OF STEEL MOMENT FRAMES USING ENERGY-BASED METHOD,” STRUCTURE AND STEEL, vol. 5, no. 6, pp. 83–92, 2010, [Online]. Available: https://sid.ir/paper/136618/en

Related Journal Papers