Seismic Assessment of RCS Moment Frames under Near Fault Earthquakes

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GERAMI M.; KHEYRODDIN A.; Khorasani f.

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Journal: Ferdowsi Civil Engineering Year:2018 | Volume:31 | Issue:2 (22) Page(s): 1-22

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Information Journal Paper

Title

Seismic Assessment of RCS Moment Frames under Near Fault Earthquakes

Author(s)

GERAMI M. | KHEYRODDIN A. | Khorasani f. | Issue Writer Certificate

Keywords

RCS Moment FrameQ1

Near Fault EarthquakeQ2

Far Fault EarthquakeQ1

Nonlinear Dynamic AnalysisQ2

Span LengthQ1

Abstract

In this research the seismic demand of RCS structures under the near-fault earthquakes is investigated. For this purpose 5 RCS intermediate moment frames with 4, 7, 10, 15 and 20 stories and 5 spans (Span Length 5 and 7m) were designed. Then Nonlinear Dynamic Analysis was performed on the structures using the OpenSees software. Results show that the stories displacement under the near-fault earthquakes is larger than the far-fault earthquakes so that with increase in the structure height the difference between them decreases. In high rise structure with 7m length span, the drift-angle due to the far-fault earthquake is greater than the near-fault earthquake.

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APA: Copy

GERAMI, M., KHEYRODDIN, A., & Khorasani, f.. (2018). Seismic Assessment of RCS Moment Frames under Near Fault Earthquakes. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 31(2 (22) ), 1-22. SID. https://sid.ir/paper/195943/en

Vancouver: Copy

GERAMI M., KHEYRODDIN A., Khorasani f.. Seismic Assessment of RCS Moment Frames under Near Fault Earthquakes. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2018;31(2 (22) ):1-22. Available from: https://sid.ir/paper/195943/en

IEEE: Copy

M. GERAMI, A. KHEYRODDIN, and f. Khorasani, “Seismic Assessment of RCS Moment Frames under Near Fault Earthquakes,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 31, no. 2 (22) , pp. 1–22, 2018, [Online]. Available: https://sid.ir/paper/195943/en

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