1 |
ACI-ASCE Committee 352, 'Recommendations for Design of Reinforced Conocrete Slab-Column Connections in Monolithic Reinforced Concrete structures' ACI Structural Journal, Vo1.85, No.6, November-December, 1988, pp.675-696
|
2 |
Allen, F. and Darvall P., 'Lateral Load Equivalent Frame,' ACI Structural Journal, Vol.89, No.6, July 1977, pp.294-299
|
3 |
American Concrete Institute,Requirements for Structural318-02. pp.184-186, pp.213-232
|
4 |
Hwang, S. J. and Moehle, J. P., 'An Experimental Study d FIat-Plate Structures under Vertical and Lateral Load,' Report No. UCB/EERC-93/03, Earthquake Engineerine Research Center, University of California, Berkerly, Feb, 1993, 278pp
|
5 |
Luo, Y. H, and Durrani, A. J., 'Equivalent Beam Model for Flat-Slab Buildings-PartII: Exterior Connections,' ACI Structural JournaI, Vo1.92, No.l, January-February, 1995, pp.250-257
|
6 |
Moehle, J. P, 'Strength of Slab-Column Edge Connections,' ACI Structural Journal, Vo1.85, No.l, January-February, 1988, pp.89-98
|
7 |
Moehle, J. P., Kreger, M. E., and Leon, R., 'Background to Recommendations for Design of Reinforced Concrete Slab-Column Connections,' ACI Structural JournaI, Vol.85, No.6, November December, 1988, pp.636-644
|
8 |
Chakrabarty, J., 'Theory of Plasticity,' McGraw-Hill,New York, 1987
|
9 |
최경규, 황영현, 박홍근, '불균등 휨모멘트를 받는 플랫플레이트-기둥 내부 접합부의 강도에 대한 해석연구', 한국콘크리트학회 논문집,14권 6호, 2002, pp.949-960
|
10 |
최경규, 박홍근, '불균등 휨모멘트를 받는 플랫 플레이트-기둥 접합부의 강도산정모델', 한국콘크리트학회논문집, 제14권 6호, 2002, pp.961-972
|
11 |
한국콘크리트학회, 대한건축학회, '콘크리트구조 설계기준', 1999
|