1 |
강석봉, 김진형 (2000) , 단조하중을 받는 철골구조물의 접합부 연성도에 관한 연구, 한국강구조학회 논문집, 제12권 제 4호
|
2 |
Leon, R. T. (1996,) Partially Restrained Composite Connection, Steel Design Guide Series 8, AISC
|
3 |
Plumier, A. (2000), Seismic Resistant Composite Structures, Courses and lectures, Vol. 420, pp.289-348
|
4 |
G.Fabbrocino, G. Manfredi, E.Cosenza (2000), Analysis of continuous composite beams including partial interaction and bond, Journal of Struc. Eng. Vol.126 No.11, pp.1288-1294
DOI
ScienceOn
|
5 |
Rovert F. Lorenz, Ben Kato, Wai-Fah Chen (1992), Semi-Rigid Connections in Steel Frames, Council on tall buildings and urban habitat
|
6 |
이경석, (2005) 2차원 철골 구조물의 동적거동에 대한 반강접 접합부의 영향, 석사학위논문, 울산대학교
|
7 |
BSSC (1997), Prestandard and Commentary for The Seismic Rehabilitation of Building, FEMA-273, Federal Emergency Management Agency
|
8 |
Bruce F.Maison, Kazuhiko Kasai (1999), Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings, SAC Steel Project Report No. SAC/BD-99/16
|
9 |
Jagmohan L.Humar (1979), Composite beams under cyclic loading, journal of the Structural Division Vol. 105, No. ST10
|
10 |
김주원, 김효신, 윤성기 (2004) , 반강접 접합부의 회전강성을 고려한 철골구조물의 동적해석, 대한건축학회논문집, 제 20권 8호
|
11 |
Leon, R. T. ,K J. Shin (1994), Seismic performance of semi-rigid composite frames, Earthquake engineering, Vol.1 pp.243-252
|
12 |
김진형, 강석봉 (1999), 6층 비가새 철골구조물의 반강접 접합부에 관한 해석적 연구, 한국강구조학회 논문집, 제11권 제4호
|
13 |
Jianguo, Nie.jiansheng, Fan,C.S.Cai (2004), Stiffness and Deflection of Steel-Concrete Composite Beams under Negative Bending, Journal of Struc. Eng. pp.1842-1851
|
14 |
Leon, R. T. (1990), Semi-rigid composite construction, Journal of Constructional Steel Research, Volume 15, Issues 1-2, pp.99-120
DOI
ScienceOn
|
15 |
Y.J. Park, A.M. Reinhorm, S.K. Kunnath (1987), IDARC: Inelastic Damage Analysis of Reinforced Concrete Frame Shear wall Structures, Technical Report NCEER-87-0008, National Center for Earthquake Engineering Research
|
16 |
AISC (2005), Seismic Provisions of for Structural Steel Buildings, American Institude of Steel Construction, Inc
|
17 |
Kee-Dong Kim, Michael D.Engelhardt (2005), Composite beam Element for nonlinear seismic analysis of steel frames, Journal of Struc. Eng. pp.715-724
|
18 |
G.Fabbrocino, G. Manfredi, E.Cosenza (1999), Nonlinear analysis of composite beams under positive bending, Computers and Structures 70 pp.77-89
DOI
ScienceOn
|
19 |
Seung-Joon Lee and Le-Wu Lu (1989), Cyclic Tests of Full-scale Composite Joint Subassemblages, Journal of Struc. Eng. Vol.115 No.8, pp.1976-1998
|
20 |
T. Q. Li. D. B. Moore, D.A.Nethercot, B. S. Choo (1996), The Experimental Behaviour of a Fullscale, Semi-rigidly Connected Composite Frame: Detailed Appraisal, J. Construct. Steel Res. Vol. 39, No.3, pp.193-220
DOI
ScienceOn
|
21 |
대한건축학회 (2005) , 건축구조설계기준
|