Test Result on Embedded Steel Column-to-Foundation Connection for Modular Unit Structural System |
Lee, Sang Sup
(Korea Institute of Construction Technology)
Bae, Kyu Woong (Korea Institute of Construction Technology) Park, Keum Sung (Korea Institute of Construction Technology) Hong, Sung Yub (Korea Institute of Construction Technology) |
1 | Saenz, L.P. (1964) Discussion of 'Equation for the stress-strain curve of concrete' by P. Desayi, and S. Krishnan, ACI J., Vol.61, pp.1229-1235. |
2 | Hsu, T.T.C. and Mo, Y-L. (2010) Unified Theory of Concrete Structures, 2nd edition, John Wiley & Sons, Inc. |
3 | Lee, J. and Fenves, G.L. (1998) Plastic-Damage Model for Cyclic Loading of Concrete Structures, Journal of Engineering Mechanics, ASCE, Vol.124, No.8, pp.892-900. DOI ScienceOn |
4 | Lawson, R.M. and Richards, J. (2010) Modular Design for Highrise Buildings, Proc. Inst Civ Eng Struct Build, Vol.163, No.SB3, pp.151-164. DOI |
5 | Hong, S-G., Cho, B-H., Chung, K-S., and Moon, J-H. (2011) Behavior of Framed Modular Building System with Double Skin steel Panels, J. Construct Steel Res., Vol.67, pp.936-946. DOI ScienceOn |
6 | Annan, C.D., Youssef, M.A., and Naggar, M.H. (2009) Experimental Evaluation of the Seismic Performance of Modular Steel-Braced Frames, Eng. Struct., Vol.31, pp. 1435-1446. DOI ScienceOn |
7 | Lawson, R.M., Ogden, R.G., and Bergin, R. (2012) Application of Modular Construction in High-Rise Buildings, J. Archit. Eng., ASCE, Vol.18, No.2, pp.148-154. DOI |
8 | Annan, C.D., Youssef, M.A., and El-Naggar, M.H. (2009) Seismic over Strength in Braced Frames of Modular Steel Buildings, J. Earthquake Engrg., Vol.13, No.1, pp.1-21. DOI |
9 | 하태휴, 조봉호, 김태형, 이두용, 엄태성(2013) 내력벽식 스터드 패널을 적용한 모듈러건물유닛의 내진성능, 한국강구조학회논문집, 한국강구조학회, 제25권, 제5호, pp. 519-530.(Ha, T.H., Cho, B.H., Kim, T.H., Lee, D.Y., and Eom, T.S. (2013) Earthquake Resistance of Modular Building Units Using Load-Bearing Steel Stud Panels, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.5, pp.519-530 (in Korean).) |
10 | 이상섭, 배규웅, 박금성, 홍성엽(2013) 유닛 모듈러 기둥-보 조인트의 구조성능에 대한 실험적 평가, 한국강구조학회논문집, 한국강구조학회, 제25권, 제3호, pp.255-265.(Lee, S.S., Bae, K.W., Park, K.S., and Hong, S.Y. (2013) An Experimental Evaluation of Structural Performance for the Beam to Column Joints in Unit Modular System, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.3, pp.255-265 (in Korean).) 과학기술학회마을 DOI ScienceOn |
11 | ABAQUS (2009) ABAQUS Analysis User's Manual Version 6.9-2. Dassault Systemes Simulia Corp., Providence, RI, USA. |
12 | 마향욱, 오현철, 김동욱, Kong Davon, 심창수(2012) 충전원형강관을 이용한 모듈러 교각의 휨 거동 평가, 한국강구조학회논문집, 한국강구조학회, 제24권, 제6호, pp.725-734.(Ma, H.W., Oh, H.C., Kim, D.W., Kong Davon., and Shim, C.S. (2012) Evaluation of Flexural Behavior of a Modular Pier with Circular CFT, Journal of Korean Society of Steel Construction, KSSC, Vol.24, No.6, pp.725-734 (in Korean).) 과학기술학회마을 DOI |
13 | Lehman, D.E. and Roeder, C.W. (2012) Foundation Connections for Circular Concrete-Filled Tubes, J. Construct. Steel Res., Vol.78, pp.212-25. DOI |
14 | Moon, J., Lehman, D.E., Roeder, C.W., and Lee, H-E. (2013) Evaluation of Embedded Concrete-Filled Tube (CFT) Column-to-Foundation Connections, Eng. Struct., Vol.56, pp.22-35. DOI |
15 | Moon, J, Lehman, D.E., Roeder, C.W., and Lee, H-E. (2012) Analytical Modeling of Bending of Circular Concrete-Filled steel Tubes, Eng. Struct., Vol.42, pp.349-361. DOI |