Effects of Seismic Sequence on Increased Response of Concrete Moment Frames with and without Shear Wall

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.

GHODRATI AMIRI GHOLAMREZA; Rajaei Lak H.; RAJABI E.

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:5 Page(s): 845-854

Download Full-Text

Persian Verion

View:

535

Download:

Cites:

Information Journal Paper

Title

Effects of Seismic Sequence on Increased Response of Concrete Moment Frames with and without Shear Wall

Author(s)

GHODRATI AMIRI GHOLAMREZA | Rajaei Lak H. | RAJABI E. | Issue Writer Certificate

Keywords

Seismic Sequence PhenomenaQ1

Concrete Moment FrameQ2

Shear WallQ1

Nonlinear Time History AnalysisQ2

Abstract

This study investigates the effect of seismic sequence on the behavior and increased response of Concrete Moment Frames with/without Shear Walls. At first, three moment resisting concrete frames with 4, 7 and 10 stories are designed and analyzed under critical single and consecutive records. In order to investigate the effect of Seismic Sequence Phenomena, frames were subjected to Nonlinear Time History Analysis and some parameters such as, maximum ductility demand, inter-story drift and shear deformation of Shear Walls are calculated. It was seen that records with peak ground acceleration (PGA) ratio of consecutive records to single’ s less than 0. 46 do not have any significant effect on the response of frames. As PGA ratio increased, the effect of seismic sequence on the frames is more considerable. Results show that Seismic Sequence Phenomena has more effective on the moment frames with Shear Walls compared to moment frames. Moreover, for both structural systems, its effectiveness decreased as the number of stories increased.

Cites

No record.

References

No record.

Cite

APA: Copy

GHODRATI AMIRI, GHOLAMREZA, Rajaei Lak, H., & RAJABI, E.. (2018). Effects of Seismic Sequence on Increased Response of Concrete Moment Frames with and without Shear Wall. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 50(5 ), 845-854. SID. https://sid.ir/paper/165695/en

Vancouver: Copy

GHODRATI AMIRI GHOLAMREZA, Rajaei Lak H., RAJABI E.. Effects of Seismic Sequence on Increased Response of Concrete Moment Frames with and without Shear Wall. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2018;50(5 ):845-854. Available from: https://sid.ir/paper/165695/en

IEEE: Copy

GHOLAMREZA GHODRATI AMIRI, H. Rajaei Lak, and E. RAJABI, “Effects of Seismic Sequence on Increased Response of Concrete Moment Frames with and without Shear Wall,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 50, no. 5 , pp. 845–854, 2018, [Online]. Available: https://sid.ir/paper/165695/en

Related Journal Papers