RELIABILITY-BASED INSPECTION PLANNING FOR RC HIGHWAY BRIDGES
作者： G Sterritt , N Shetty , M K Chryssanthopoulos
DOI:
关键词:
摘要: A methodology has been developed to predict the deterioration and associated limit state reliability of in-service reinforced concrete (RC) elements. The is primarily concerned with chloride induced corrosion RC highway bridges. models are outlined, their implementation illustrated through a case study. aim paper show that relatively simple probabilistic approach, conceived bearing in mind realistic site data collection techniques, can produce useful credible predictions effects on bridge performance. These may be used by owners maintaining agents plan inspection, repair maintenance strategies bridge-specific basis. (A) For covering abstract see ITRD E121600.
参考文章(0)