EN
Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach
Abstract
Mass irregular structures have stories with effective mass more than 150% of effective mass of adjacent storey. Seismic response of mass irregular structures are assessed by consideration of SMRF structures with 4, 6 and 8 stories, which mass irregularity is applied separately by 1.4 and 2 times mass changes in top and two intermediate stories. Seismic response is achieved by applying Incremental Dynamic Analysis. Mean annual frequency and probability of exceedance in 50 years of performance levels are evaluated by applying PBEE framework. Finally understood which mass irregular structures response is related to location and number of stories with mass changes. Also, 150% limitation of mass change for definition of mass irregularity need more
study.
study.
Keywords
Details
Primary Language
English
Subjects
Engineering
Journal Section
Conference Paper
Publication Date
July 19, 2012
Submission Date
December 12, 2011
Acceptance Date
-
Published in Issue
Year 2012 Volume: 25 Number: 3
APA
Cheraghı Afaranı, M., & Nıcknam, A. (2012). Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach. Gazi University Journal of Science, 25(3), 751-760. https://izlik.org/JA43JE44RG
AMA
1.Cheraghı Afaranı M, Nıcknam A. Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach. Gazi University Journal of Science. 2012;25(3):751-760. https://izlik.org/JA43JE44RG
Chicago
Cheraghı Afaranı, Mohammad, and Ahmad Nıcknam. 2012. “Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach”. Gazi University Journal of Science 25 (3): 751-60. https://izlik.org/JA43JE44RG.
EndNote
Cheraghı Afaranı M, Nıcknam A (July 1, 2012) Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach. Gazi University Journal of Science 25 3 751–760.
IEEE
[1]M. Cheraghı Afaranı and A. Nıcknam, “Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach”, Gazi University Journal of Science, vol. 25, no. 3, pp. 751–760, July 2012, [Online]. Available: https://izlik.org/JA43JE44RG
ISNAD
Cheraghı Afaranı, Mohammad - Nıcknam, Ahmad. “Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach”. Gazi University Journal of Science 25/3 (July 1, 2012): 751-760. https://izlik.org/JA43JE44RG.
JAMA
1.Cheraghı Afaranı M, Nıcknam A. Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach. Gazi University Journal of Science. 2012;25:751–760.
MLA
Cheraghı Afaranı, Mohammad, and Ahmad Nıcknam. “Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach”. Gazi University Journal of Science, vol. 25, no. 3, July 2012, pp. 751-60, https://izlik.org/JA43JE44RG.
Vancouver
1.Mohammad Cheraghı Afaranı, Ahmad Nıcknam. Seismic Response of Mass Irregular Steel Moment Resisting Frames (SMRF) According to Performance Levels from IDA Approach. Gazi University Journal of Science [Internet]. 2012 Jul. 1;25(3):751-60. Available from: https://izlik.org/JA43JE44RG