The Effects of Damper Location on the Retrofit of Steel Buildings Under Blast 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.

MIRZA GOLTABAR ROSHAN A.R.; NASERI A.; NASIRI LARIMI J.

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

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2018 | Volume:50 | Issue:2 Page(s): 279-292

Download Full-Text

Persian Verion

View:

648

Download:

Cites:

Information Journal Paper

Title

The Effects of Damper Location on the Retrofit of Steel Buildings Under Blast Loading

Author(s)

MIRZA GOLTABAR ROSHAN A.R. | NASERI A. | NASIRI LARIMI J. | Issue Writer Certificate

Keywords

Blast LoadingQ1

Damper LocationQ1

Accordion DamperQ1

RetrofitingQ1

NonQ2

Linear Dynamics AnalysesQ2

Abstract

Thin-walled tubes might be considered as the simplest and, probably the oldest, type of dampers used in energy-absorbing systems. This paper investigates the effect of thin-walled accordion metal dampers and their arrangement in the frame on the behavior of steel frames against Blast Loading. For this purpose, one-bay frames with either one or four stories, and in both cases of with and without dampers, have been analyzed in ABAQUS software under two different blast intensity conditions. Results demonstrate that using such dampers would improve frame displacement to a large extend (up to 98% for one-story frame and 64% for four story frame), especially during an intensive blast. Furthermore, local Plastic deformations of the frame would be reduced by locating the dampers in points with large deformations.

Cites

No record.

References

No record.

Cite

APA: Copy

MIRZA GOLTABAR ROSHAN, A.R., NASERI, A., & NASIRI LARIMI, J.. (2018). The Effects of Damper Location on the Retrofit of Steel Buildings Under Blast Loading. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 50(2 ), 279-292. SID. https://sid.ir/paper/165723/en

Vancouver: Copy

MIRZA GOLTABAR ROSHAN A.R., NASERI A., NASIRI LARIMI J.. The Effects of Damper Location on the Retrofit of Steel Buildings Under Blast Loading. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2018;50(2 ):279-292. Available from: https://sid.ir/paper/165723/en

IEEE: Copy

A.R. MIRZA GOLTABAR ROSHAN, A. NASERI, and J. NASIRI LARIMI, “The Effects of Damper Location on the Retrofit of Steel Buildings Under Blast Loading,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 50, no. 2 , pp. 279–292, 2018, [Online]. Available: https://sid.ir/paper/165723/en

Related Journal Papers