Compressive Strength and Residual Stress Evaluation of Stub Columns Fabricated of High Strength Steel |
Lee, Cheol-Ho
(서울대학교 건축학과)
Kim, Dae-Kyung (서울대학교 건축학과 대학원) Han, Kyu-Hong (서울대학교 건축학과 대학원) Kim, Jin-Ho ((재) 포항산업과학연구원) Lee, Seung-Eun ((재) 포항산업과학연구원) Ha, Tae-Hyu ((재) 포항산업과학연구원) |
1 | 대한건축학회(2009) 2009 KBC: 건축구조기준 및 해설. |
2 | 김종락 등(2011) 800MPa 고강도강 설계기준제정연구, 연구보고서, 한국강구조학회. |
3 | 이윤희, 지원재, 손동일, 장재일, 권동일(2002) 응력 상호작용과 연속압입기법을 이용한 SS400 강봉의 굽힘 잔류응력 평가, 대한금속․재료학회지, 대한금속․재료학회, 제40권, 제10호, pp. 1042-1047. |
4 | 지식경제부 기술표준원(2008) 금속 재료 인장 시험 방법 (KS B 0802:2003), 산업표준심의회 기계기본요소부회. |
5 | AISC (2005) Specification for Structural Steel Buildings, American Institute of Steel Construction, Inc., Chicago, Illinois, USA. |
6 | ASTM E384-11 (2011) Standard Test Method for Knoop and Vickers Hardness of Materials, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA. |
7 | BSK94 (1997) Boverkets Handbok on Stalkonstructioner, Boverket, Byggavdelningen, Sweden. |
8 | Galambos, T.V. (1998) Guide to Stability Design Criteria for Metal Structures, 5th edition, Wiley, USA. |
9 | Nishino, F., Ueda, Y., and Tall, L. (1966) Experimental Investigation of the Buckling of Plates with Residual Stress, Fritz Engineering Laboratory Report No. 290.3, Lehigh Univalsity, Bethlehem, Pennsylvania, USA. |
10 | Ramussen, K.J.R. and Hancock, G.J. (1992) Plate Slenderness Limits for High Strength Steel Sections, Journal of Constructional Steel Research, Elsevier, Vol. 23, Issues 1-3, pp. 73-96. DOI ScienceOn |
11 | Ricles J.M., Sause R., and Green P.S. (1998) High- Strength Steel: Implications of Material and Geometric Characteristics on Inelastic Flexural Behavior, Engineering Structures, Vol. 20, Issues 4-6, pp. 323-335. DOI ScienceOn |
12 | Usami, T. and Fukumoto, Y. (1982) Local and Overall Buckling of Welded Box Columns, Journal of the Structural Divisions, ASCE, Vol. 108, No. 3, pp. 525-542. |