1 |
신경재, 임보혁, 이수현, 최성모(2011) 웨브를 볼트로 접합한 보-기둥 접합부의 유한요소해석, 한국강구조학회논문집, 한국강구조학회, 제23권, 제3호, pp.305-316. Shin, K.J., Lim, B.H., Lee, S.H. and Choi, S.M. (2011) FEA of Beam-Column Connection with Bolted Web, Journal of Korean Society of Steel Construction, KSSC, Vol.23, No.3, pp.305-316 (in Korean).
|
2 |
양재근, 백민창(2013) 고력볼트로 체결된 T-stub의 지레 작용력 및 부재 접촉력 예측모델, 한국강구조학회논문집, 한국강구조학회, 제25권, 제4호, pp.409-419. Yang, J.G. and Baek, M.C. (2013) Prediction Models for the Prying Action Force and Contact Force of a T-stub Fastened by High-Strength Bolts, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.4, pp.409-419 (in Korean).
|
3 |
Mark Lawson, Ray Ogden and Chris Goodier (2014) Design in Modular Construction, CRC Press, USA.
|
4 |
Shonn Mills, Dave Grove and Matthew Egan (2015) Breaking The Pre-fabricated Ceiling : Challenging the Limits for Modular High-Rise, 2015 New York Conference Proceedings, CTBUH, pp.416-425.
|
5 |
ABAQUS (2014), Abaqus Analysis User's Guide 6.14, Dassault Systemes Simulia Corp., Providence, RI, USA.
|
6 |
Saenz, L.P. (1964). Discussion of 'Equation for the Stress-Strain Curve of Concrete' by P. Desayi, and S. Krishnan. ACI Journal, 61.
|
7 |
Hsu, T.T.C. and Mo, Y.L. (2010). Unified theory of concrete structures, 2nd edition, John Wiley & Sons Inc.
|