슬롯형 다이아프램을 갖는 각형강관 기둥-H형강 보 모멘트접합부의 실험적 평가

목차 (Table of Contents)

• Abstract
• 1. 서론
• 2. 접합부 상세
• 3. 기둥-보 접합부 실험
• 4. 실험결과
• 5. 결론
• 참고문헌(References)
• 요약

참고문헌 (Reference)

1 심현주, "원사이드 볼트를 이용한 내진 각형강관 기둥-H형강 보 접합부의 구조성능평가" 한국강구조학회 22 (22): 355-363, 2010

2 임우영, "소규모 철골조 보-기둥 약축 모멘트 접합부의 내진성능" 한국강구조학회 29 (29): 169-180, 2017

3 진주호, "각형강관 기둥-H형강 보 신형상 내진접합부의 실험적 평가" 한국강구조학회 30 (30): 77-85, 2018

4 Korean Agency for Technology and Standards, "Test Pieces for Tensile Test for Metallic Materials (KS B 0801: 2007)"

5 Ministry of Land, Infrastructure and Transport, "Structural Test and Experiment for Korean Building Code (KDS 41 10 10: 2016)"

6 Jin, J., "Seismic Performance Evaluation for Modular Prefabricated Connection of H-Shaped Steel Beam to Rectangular Tube Steel Column" Dankook University 2018

7 American Institute of Steel Construction, "Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (ANSI/AISC 358-16)"

8 Korean Agency for Technology and Standards, "Method of Tensile Test for Metallic Materials (KS B 0802: 2013)"

9 Architectural Institute of Korea, "Korean Building Code and Commentary" Kimundang 2016

10 Agerskov, H., "High-Strength Bolted Connections Subject to Prying" American Society of Civil Engineers 102 (102): 161-175, 1976

11 Nishimura, K., "Experimental Study on RHS Column to Vertical Haunch-Beam Connections Using External Diaphragm with High Strength Bolts" Architectural Institute of Japan 70 (70): 137-144, 2005

12 Jin, J.H., "Experimental Evaluation of Seismic Capacity of the Bolted Connection Between RHSS Column and H-Shaped Beam Using Slotted Diaphragm" KSSC 155-156, 2019

13 American Concrete Institute, "Acceptance Criteria for Moment Frames Based on Structural Testing (ACI T1.1-01)"