1 |
ACI Committee 318(2008), “Building code requirements for structural concrete and commentary(ACI 318-08),” ACI, Farmington Hill MI, pp.135-137
|
2 |
E. G. Nawy(1968), “Crack control in reinforced concrete structures,” ACI Journal, Vol. 65, No. 10, pp.825-836
|
3 |
H. C. Chan, Y. K. Cheung, and Y. P. Huang(1992), “Crack analysis of reinforced concrete tension members,” ASCE Journal of Structural Engineering, Vol. 118, No. 8, pp.2118-2131
DOI
|
4 |
Y. Shunsheng and C. Jiakui(1988), “Bond slip and crack width calculations of tension members,” ACI Journal, Vol. 85, No. 4, pp.414-422
|
5 |
M. S. Mirza and J. Houde(1979), “Study of bond stress-slip relationships in reinforced concrete,” ACI Journal, Vol. 76, No. 1, pp.19-46
|
6 |
고원준, 박선규(2002), “부착특성을 고려한 철근콘크리트 부재의 휨 균열폭 산정,” 대한토목학회 논문집, 제 22권, 제 4-A호, pp.825-835
|
7 |
European Committee for Standardization(2002), “Eurocode 2-Design of concrete structures,” European Committee for Standardization, Brussels, pp.130
|
8 |
R. I. Gilbert(2008), “Control of flexural cracking in reinforced concrete,” ACI Structural Journal, Vol. 105, No. 3, pp.301-307
|
9 |
D. H. Jiang, S. P. Shah, and A. T. Andonian(1984), “Study of the transfer of tensile force by bond,” ACI Journal, Vol. 81, No. 3, pp.251-259
|
10 |
ACI Committee 224(2002), “Control of cracking in concrete structures,” ACI Manual of Concrete Practice, pp.224R-18
|
11 |
김 우, 이기열, 김장현(2006), “부착응력-미끌림 관계에 기반한 철근콘크리트 부재의 균열폭 산정,” 한국콘크리트학회 논문집, 제 18권, 제 1호, pp. 91-100
DOI
|
12 |
S. C. Chapra and R. C. Candle(2002), “Numerical methods for engineers,” McGraw Hill, NY, pp.124-127
|
13 |
S. H. Bilal and H. H. Mohamad(2001), “Effect of fiber reinforcement on bond strength of tension lap splices in High- strength concrete,” ACI Structural Journal, Vol. 98, No. 5, pp.638-647
|
14 |
강영진, 오병환(1985), “철근콘크리트 휨부재의 균열폭 및 균열 간격의 결정,” 대한토목학회 논문집, 제 5권, 제 4호, pp.103-111
|
15 |
노삼영, 장성문, 김효혜(2007), “균열발생 후 철근 부식을 고려한 철근콘크리트 인장부재의 균열거동,” 대한건축학회 논문집 (구조계), 제 23권, 제 9호, pp.99-106
|
16 |
한국철도시설공단(2004), “철도설계기준-철도교편,” 한국철도시설공단, pp.307-310
|
17 |
G. Balazs(1993), “Cracking analysis bases on slip and bond stresses,” ACI Materials Journal, Vol. 90, No. 4, pp.340-348
|
18 |
CEB-FIP(1991), “CEB-FIP model code 1990,” Comite Euro International Du Beton, Paris, pp.87-109
|
19 |
P. Gergely and L. A. Lutz(1968), “Maximum crack width in reinforced concrete flexural members,” Causes, Mechanism, and Control of Cracking in Concrete ACI Special Publication SP-20, ACI, Michigan, pp.87-117
|
20 |
한국콘크리트학회(2007), “건설교통부 제정 콘크리트구조설계기준,” 한국콘크리트학회, pp.340-348
|