1 |
Fukumoto, "Structural Stability Design (Steel and Composite Structures)," Pergamon, 1997.
|
2 |
Knowles, R. B. and Park, R., "Strength of Concrete Filled Steel Tubular Column," ASCE, Vol. 95, 1969, pp. 2565-2587.
|
3 |
Tomii, M. and Yoshimaro K., "Experimental Studies on Concrete Filled Steel Tubular Columns under Concentric Loading," International Colloquium on Stability of Structures Under Static and Dynamic Loads, Washington, D. C., May 17-19, 1977, pp. 718-741.
|
4 |
佐藤孝典, "充塡鋼管コンクリ―ト構造の短柱から長柱まで連續した設計式の提案." 日本建築學會, No.526, 1999.
|
5 |
이승조, "고성능콘크리트를 충전한 강관 기둥의 내력특성에 관한 연구-콘크리트 강도별 거동 특성." pp.11-18, 대한건축학회논문집, 제14권 8호, 1998.8.
|
6 |
ACI Committee 318, "Building Code Requirement for Reinforcement Concrete and Commentary," American Concrete Institute, 1999.
|
7 |
日本建築學會, 鐵骨鐵筋コンクリ一ト構造計算規準.同解說, 1981.
|
8 |
Richard, R. M., "Versatile Elastic-Plastic Stess Strain Formula," ASCE, Vol 101, EM4, 1975.
|
9 |
AISC, "Load and Resistance Design Specification for Structural Steel Bulidings," Chicago, IL,1999.
|
10 |
Shams, M., and Saadeghvaziri, M. A., "Nonlinear Response of Concrete-Filled Steel Tubular Columns under Axial Loading," ACI Structural Journal, Vol. 96, No.5, 1999, pp. 1009-1017.
|
11 |
日本建築學會, コンクリ一ト充塡鋼管構造設計施工指針, 1997.
|
12 |
Popovics, S., "A Numerical Approach to the Complete Stress-Strain Curves for Concrete," Cement and Concrete Research, Vol.3 No.5, 1973.
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