THE PERMEABILITY OF HYBRID FIBER REINFORCED CONCRETE UNDER COMPRESSION AND DRY-WET CHLORIDE EXPOSURE
スポンサーリンク
概要
- 論文の詳細を見る
- 2000-02-01
著者
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SAEKI Noboru
Division of Structural and Geotechnical Engineering, Graduate School of Engineering, Hokkaido Univer
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Saeki Noboru
Division Of Structural And Geotechnical Engineering Graduate School Of Engineering Hokkaido Universi
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HORIGUCHI Itaru
Division of Structural and Geotechnical Engineering, Graduate School of Engineering, Hokkaido Univer
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KIM Nam-Wook
Division of Structural and Geotechnical Engineering, Graduate School of Engineering, Hokkaido Univer
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HORIGUCHI Takashi
Division of Structural and Geotechnical Engineering, Graduate School of Engineering, Hokkaido Univer
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Kim Nam-wook
Division Of Structural And Geotechnical Engineering Graduate School Of Engineering Hokkaido Universi
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Horiguchi Takashi
Dept. Of Socio-environmental Engineering The Graduate School Of Engineering Hokkaido University
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Horiguchi Takashi
Division Of Structural And Geotechnical Engineering Graduate School Of Engineering Hokkaido Universi
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Horiguchi Itaru
Division Of Structural And Geotechnical Engineering Graduate School Of Engineering Hokkaido Universi
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Saeki Noboru
Division Of Structural And Geotechnical Engineering Graduate School Of Engineering Hokkaido Universi
関連論文
- Evaluation of Deterioration and Specification of Defect of RC Structure by Natural Potential and External Impact-Acoustic Methods
- STUDY ON SHEAR STRENGTHENING OF RC BEAMS BY PRESTRESSED FIBER SHEETS
- BOND BEHAVIOUR OF ARAMID AND CARBON FIBER SHEETING
- SHEAR STRENGTHENING OF PRC MEMBERS BY FIBER SHEETS
- CRACK AND STRENGTH PROPERTIES OF HYBRID FIBER REINFORCED CONCRETE AT EARLY AGES
- THE PERMEABILITY OF HYBRID FIBER REINFORCED CONCRETE UNDER COMPRESSION AND DRY-WET CHLORIDE EXPOSURE
- WATER PENETRATION OF CONCRETE REINFORCED WITH LONG AND SHORT STEEL FIBERS
- BOND BEHAVIOR AND STRENGTH BETWEEN FIBER SHEETS AND CONCRETE
- A STUDY ON BOND IMPROVEMENT OF CONTINUOUS FIBER SHEET BONDED ON CONCRETE
- Deformation and Deterioration Behavior of High Strength Concrete under Elevated Temperature