1 |
Struik, J.H.A. (1969) Tests on Bolted T-stubs with Respect to a Bolted Beam-to-column Connections, Report 6-69-13, Stevin Laboratory, Deft University of Technology, Delft, the Netherlands.
|
2 |
Fisher, J.W. and Struik, J.H.A. (1973) Guide to Design Criteria for Bolted and Riveted Joints, John Wiley & Sons, pp.257-280.
|
3 |
Kulak, G.L., Fisher, J.W., and Struik, J.H.A. (1987) Guide to Design Criteria for Bolted and Riveted Joints, 2nd Edition, John Wiley & Sons, pp.268-288.
|
4 |
AASHTO (1998) AASHTO LRFD Bridge Design Specification, Second edition, SI units.
|
5 |
AISC (1980) Manual of steel construction, part 4, connections, pp.4-88-4-93.
|
6 |
Eurocode (1992), Design of steel structures.
|
7 |
최혜경, 최성모, 김진호(2003) 고력볼트 Split Tee 접합부의 인장내력, 한국강구조학회 논문집, 한국강구조학회, 제15권, 제5호, pp.541-549. Choi, H.K., Choi, S.M., and Kim, J.H. (2003) Structural Tensile Capacities of Split-Tee Connection with High Stength Bolts, Journal of Korean Society of Steel Construction, KSSC, Vol.15, No.5, pp.541-549 (In Korean).
|
8 |
최성모, 이성희, 김진호(2004) 고력볼트 스플릿-티 인장접합부의 구조성능에 관한 실험적 연구, 한국강구조학회 논문집, 한국강구조학회, 제16권, 제6호, pp.737-745. Choi, S.M., Lee, S.H., and Kim, J.H.(2004) An Experimental Study on the Structural Characteristics of Tension Joints with High- Stength Bolted Split-Tee Connection, Journal of Korean Society of Steel Construction, KSSC, Vol.16, No.6, pp.737-745 (In Korean).
|
9 |
양재근, 백민창(2013) 고력볼트로 체결된 T-sub의 지레작용력 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).
|