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Journal:   JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)   summer 2018 , Volume 31 , Number 2 (22) ; Page(s) 1 To 22.
 
Paper: 

Seismic Assessment Of Rcs Moment Frames Under Near Fault Earthquakes

 
 
Author(s):  Gerami M.*, Kheyroddin A., Khorasani F.
 
* Department of Civil Engineering, Semnan University
 
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.
 
Keyword(s): RCS Moment Frame,Near Fault Earthquake,Far Fault Earthquake,Nonlinear Dynamic Analysis,Span Length
 
 
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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. https://www.sid.ir/en/journal/ViewPaper.aspx?id=668727



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). 2018 [cited 2022May21];31(2 (22) ):1-22. Available from: https://www.sid.ir/en/journal/ViewPaper.aspx?id=668727



IEEE: 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), [online] 31(2 (22) ), pp.1-22. Available: https://www.sid.ir/en/journal/ViewPaper.aspx?id=668727.



 
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