세장한 가새가 사용된 철골모멘트골조 공장시설물의 내진성능평가

한국지진공학회 논문집 제21권 제2호 (통권 제115호) 2018년 1월

저자: 김동연 ･ 조재철 ･ 황선우 ･ 김태진 ･ 김종호

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.

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