SEISMIC DESIGN OF STEEL STRUCTURES BASED ON DUCTILITY

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.

KERMANI H.; BEHNAMFAR F.; MORSALI V.

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

Journal Paper

Paper Information

Journal: International Journal of Engineering Year:2016 | Volume:29 | Issue:1 (TRANSACTIONS A: BASICS) Page(s): 23-30

Download Full-Text

View:

324

Download:

624

Cites:

Information Journal Paper

Title

SEISMIC DESIGN OF STEEL STRUCTURES BASED ON DUCTILITY

Author(s)

KERMANI H. | BEHNAMFAR F. | MORSALI V. | Issue Writer Certificate

Keywords

DUCTILITY

NONLINEAR DYNAMIC ANALYSIS

SEISMIC DESIGN

Abstract

In this paper a simple tool for SEISMIC DESIGN of steel structures for a selected DUCTILITY level is presented. For this purpose, a consistent set of earthquakes is selected and sorted based on the maximum acceleration of ground surface. The selected records are applied as the base motion to a single-degree-of-freedom system with strain hardening and the maximum response acceleration is determined for three levels of DUCTILITY. The response results of the NONLINEAR DYNAMIC ANALYSIS are presented in the shape of the maximum acceleration of the system versus the peak ground acceleration for a certain DUCTILITY demand. Using these graphs, the maximum acceleration and base shear of the system are calculated by accounting for its nonlinear behavior, hence eliminating the need for the response modification factor. This is the main advantage of the presented diagrams for nonlinear SEISMIC DESIGN of steel moment frames.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

KERMANI, H., BEHNAMFAR, F., & MORSALI, V.. (2016). SEISMIC DESIGN OF STEEL STRUCTURES BASED ON DUCTILITY. INTERNATIONAL JOURNAL OF ENGINEERING, 29(1 (TRANSACTIONS A: BASICS)), 23-30. SID. https://sid.ir/paper/706561/en

Vancouver: Copy

KERMANI H., BEHNAMFAR F., MORSALI V.. SEISMIC DESIGN OF STEEL STRUCTURES BASED ON DUCTILITY. INTERNATIONAL JOURNAL OF ENGINEERING[Internet]. 2016;29(1 (TRANSACTIONS A: BASICS)):23-30. Available from: https://sid.ir/paper/706561/en

IEEE: Copy

H. KERMANI, F. BEHNAMFAR, and V. MORSALI, “SEISMIC DESIGN OF STEEL STRUCTURES BASED ON DUCTILITY,” INTERNATIONAL JOURNAL OF ENGINEERING, vol. 29, no. 1 (TRANSACTIONS A: BASICS), pp. 23–30, 2016, [Online]. Available: https://sid.ir/paper/706561/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops