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세장한 가새가 사용된 철골모멘트골조 공장시설물의 내진성능평가

Seismic Performance Evaluation of Steel Moment Frame Factory Building with Slender Braces

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키워드

주제분류토목공학

초록

‘Seismic Performance Evaluation Method for Existing Buildings (2013)’ developed in accordance with the overseas guidelines ASCE 41 - 06 is the most widely used procedure among domestic seismic performance evaluation guidelines in Korea. However, unlike ASCE 41 - 06, it stipulates that the final performance should be derived as the gravity load distribution ratio of the lateral force resistance system in the guideline. Therefore, in the case of a dual steel structure system with slender braces, where the internal moment frame is mostly responsible for the gravity load, the evaluation of slender braces based on gravity load distribution ratio is difficult to be achieved. In this research, we propose an objective evaluation process for such system by evaluating seismic performance for large-scale factory facilities as an example.

Abstract

‘Seismic Performance Evaluation Method for Existing Buildings (2013)’ developed in accordance with the overseas guidelines ASCE 41 - 06 is the most widely used procedure among domestic seismic performance evaluation guidelines in Korea. However, unlike ASCE 41 - 06, it stipulates that the final performance should be derived as the gravity load distribution ratio of the lateral force resistance system in the guideline. Therefore, in the case of a dual steel structure system with slender braces, where the internal moment frame is mostly responsible for the gravity load, the evaluation of slender braces based on gravity load distribution ratio is difficult to be achieved. In this research, we propose an objective evaluation process for such system by evaluating seismic performance for large-scale factory facilities as an example.

참고문헌 (10)

  1. KISTEC, "Seismic Performance Evaluation Method for Existing Buildings", Korea Infrastructure Safety & Technology Corporation, ~ (2013)
  2. KEDI, "Guidelines for Seismic Performance Evaluation and Retrofit of School Facilities", Korea Educational Development Institute, ~ (2011)
  3. NFA, "Guidelines for Seismic Performance Evaluation of Building", National Fire Agency, ~ (2012)
  4. AIK, "Korea Building Code, KBC 2009", Architectural Institute of Korea, ~ (2009)
  5. JIN L, "Performance Based Analysis and Modeling of Dual Seismic Force-Resisting System", World Conference on Earthquake Engineering (2000)
  6. 황선우, "엔지니어기반 전산시스템을 적용한 철근콘크리트 기존 건축물의 내진성능평가", 한국지진공학회논문집, 21(2), pp.105~114 (2017), 한국지진공학회
  7. Kim JG, "Seismic Performance Evaluation and Retrofit of Braced Steel Frames", Korea Foundation for the Advancement of Science & Creativity, ~ (2005)
  8. ASCE, "SEI", Seismic Rehabilitation of Existing Buildings, 2008
  9. ASCE, "FEMA356 Prestandard and commentary for the Seismic Rehabilitation of Buildings", ASCE for the Federal Emergency Management Agency, ~ (2000)
  10. "FEMA440. Improvement of Nonlinear Static Seismic Analysis Procedures", Federal Emergency Management Agency, ~ (2005)

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