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논문 기본 정보
- 자료유형
- 학위논문
- 저자정보
- 지도교수
- 한상환
- 발행연도
- 2016
- 저작권
- 한양대학교 논문은 저작권에 의해 보호받습니다.
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이 논문의 연구 히스토리 (4)
2015
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- 연관 학술논문 또는 학술발표를 통해 보다 발전된 연구결과를 확인하실 수 있습니다.
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초록· 키워드
오류제보하기
철골 중간모멘트 골조는 중, 약진 지역에서 지진력 저항시스템으로 널리 사용되고 있다. 본 연구에서는 현행 내진 기준에 따라 설계한 철골 중간모멘트 골조의 내진 붕괴 성능을 평가하고자 하였다. ASCE 7-10, AISC 360-10, AISC 341-10에 따라 설계한 철골 중간 모멘트 골조의 붕괴 확률을 FEMA P-695에서 제시하고 있는 절차에 따라 산정하였다. 산정 결과에 근거하여 ASCE 7-10에서 명시하고 있는 철골 중간모멘트 골조의 높이 제한의 타당성을 평가하고자 하였다.
목차
ABSTRACT ········································································································· ivChapter1. Introduction ···················································································· 1Chapter2. Seismic design of steel IMFs according to ASCE 7-10···· 3Chapter3. Analytical model for IMFs ······················································· 9Chapter4. Summary of the methodology for evaluating theseismic performance of steel IMFs ························································ 12Chapter5. Pushover analysis and IDA for steel IMFs ····················· 16Chapter6. Seismic perofmance of SDC steel IMFs with differentheights ··············································································································· 25Chapter7. Height limits for steel IMFs according to SDC ············ 27Chapter8. Proposed height limits for steel IMFs ······························ 31Chapter9. Conclusions ················································································· 34Reference ········································································································· 36Appendix A ······································································································ 41국문요지 ············································································································· 55
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