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1
Nondestructive evaluation of reinforced concrete bridge elements subject to corrosion of reinforcing steel
Nondestructive evaluation of reinforced concrete bridge elements subject to corrosion of reinforcing steel
Shim Hyung-Seop, 536.57-S556n-TD | University of Colorado | 1998 536.57-S556n-TD,
2
Concrete bridge deck deterioration caused by corrosion of reinforcing steel
Concrete bridge deck deterioration caused by corrosion of reinforcing steel
Shim Hyung-seop, 536.57-S556c-TM | University of Colorado | 1995 536.57-S556c-TM,
3
Effects of Air Void at the Steel-Concrete Interface on the Corrosion Initiation of Reinforcing Stee
Effects of Air Void at the Steel-Concrete Interface on the Corrosion Initiation of Reinforcing Stee
남진각, William H. Hartt, 김기준, | 한국콘크리트학회 | 2005 ,
4
Roles of Bearing Angle in Bond Action of Reinforcing Bars to Concrete
Roles of Bearing Angle in Bond Action of Reinforcing Bars to Concrete
최완철, | 한국콘크리트학회 | 2004 ,
5
The Effects of Cement Alkalinity upon the Pore Water Alkalinity and the Chloride Threshold Level of Reinforcing Steel in Concrete
The Effects of Cement Alkalinity upon the Pore Water Alkalinity and the Chloride Threshold Level of Reinforcing Steel in Concrete
Jingak Nam, William H. Hartt, | 한국콘크리트학회 | 2004 ,
6
Combination of Reinforcing Powders and Matrix Alloys for Fabrication of Aluminum Matrix Composites by Plasma Synthesis Method
Combination of Reinforcing Powders and Matrix Alloys for Fabrication of Aluminum Matrix Composites by Plasma Synthesis Method
Jung-Moo Lee,Suk-Bong Kang,Cha-Yong Lim,Tatsuo Sa, | 대한금속.재료학회 | 2003 ,
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