Detailed Information
Cited 0 time in 
Cited 0 time in 
Cited 0 time in
Metadata Downloads
내진설계에서 사용한 해석방법이 철골 특수모멘트골조의 붕괴위험도에 미치는 영향 평가Effect of Analysis Procedures on Seismic Collapse Risk of Steel Special Moment Frames
- Other Titles
- Effect of Analysis Procedures on Seismic Collapse Risk of Steel Special Moment Frames
- Issue Date
- Nov-2020
- Publisher
- 한국지진공학회
- Keywords
- Seismic demand; Special moment frame; Equivalent lateral force; Modal response spectrum analysis; Collapse probability
- Citation
- 한국지진공학회논문집, v.24, no.6, pp.243 - 251
- Indexed
- KCI
- Journal Title
- 한국지진공학회논문집
- Volume
- 24
- Number
- 6
- Start Page
- 243
- End Page
- 251
- ISSN
- 1226-525X
- Abstract
- In seismic design standards such as KDS 41 17 00 and ASCE 7, three procedures are provided to estimate seismic demands: equivalent lateral force (ELF), response spectrum analysis (RSA), and response history analysis (RHA). In this study, two steel special moment frames (SMFs) were designed with ELF and RSA, which have been commonly used in engineering practice. The collapse probabilities of the SMFs were evaluated according to FEMA P695 methodology. It was observed that collapse probabilities varied significantly in accordance with analysis procedures. SMFs designed with RSA (RSA-SMFs) had a higher probability of collapse than SMFs designed with ELF (ELF- SMFs). Furthermore, RSA-SMFs did not satisfy the target collapse probability specified in ASCE 7-16 whereas ELF-SMFs met the target probability.
- Files in This Item
- Go to Link
- Appears in
Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
Related Researcher
- Han, Sang Whan
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)