| contributor author | Ming-Te Liang | |
| contributor author | Li-Hsien Lin | |
| contributor author | Chih-Hsin Liang | |
| date accessioned | 2017-05-08T21:21:15Z | |
| date available | 2017-05-08T21:21:15Z | |
| date copyright | September 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%291076-0342%282002%298%3A3%2876%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48162 | |
| description abstract | There is a need to develop a calculation method to aid in the making of reliable predictions for the service life of bridge structures. This paper examines the basis for making service life predictions for existing reinforced concrete (RC) bridges in chloride-laden environments based on mathematical modeling. The corrosion process has two stages, the initiation time | |
| publisher | American Society of Civil Engineers | |
| title | Service Life Prediction of Existing Reinforced Concrete Bridges Exposed to Chloride Environment | |
| type | Journal Paper | |
| journal volume | 8 | |
| journal issue | 3 | |
| journal title | Journal of Infrastructure Systems | |
| identifier doi | 10.1061/(ASCE)1076-0342(2002)8:3(76) | |
| tree | Journal of Infrastructure Systems:;2002:;Volume ( 008 ):;issue: 003 | |
| contenttype | Fulltext | |
