1 |
김우 외, 콘크리트구조설계, 동화기술, 2007, pp. 254-258.
|
2 |
Gergely, P. and Lutz, L. A., “Maximum Crack Width in Reinforced Flexural Members,” Causes, Mechanism, and Control of Cracking in Concrete, SP-20, ACI, 1968, pp. 87-117.
|
3 |
Frosch, R. J., “Another Look at Cracking and Crack Control in Reinforced Concrete,” ACI Structural Journal, Vol. 96, No. 3, 1999, pp. 437-442.
|
4 |
European Committee for Standardization, Eurocode 2-Design of Concrete Structures, Brussels, 2002, pp. 122-127.
|
5 |
한국콘크리트학회, 콘크리트구조설계기준 해설, 기문당, 2007, pp. 124-125.
|
6 |
Fib, Structural Concrete-Manual textbook Volume 1, International Federation for Structural Concrete, Switzerland, 1999, pp. 189-205.
|
7 |
Fib, Structural Concrete-Manual Textbook Volume 2, International Federation for Structural Concrete, Switzerland, 1999, pp. 87-92.
|
8 |
최승원, 김우, “콘크리트 응력-변형률 관계에 기반한 철근콘크리트 부재의 처짐 산정,” 대한토목학회논문집, 30권, 4A호, 2010, pp. 383-389.
|
9 |
Joshef, E., Karlsruhe, Concrete Structures Euro-Design Handbook, Ernst & Sohn, 1994, pp. 187-194.
|