4K. Babaei, R. L. Purvis, K. C. Clear and R. E. Weyers. Methodology for Concrete Removal, Protection, and Rehabilitation[R]. Report for the U.S. Department of Transportation, Federal Highway Administration, Wilbur Smith Associates, Falls Church, Va. 1996.
5T. M. Adams, J. A. Pincheira and Y. H. Huang. Assessment and Rehabilitation Strategies/Guidelines to Maximize the Service Life of Concrete Structures[R]. Final Report for Wisconsin Highway Research Program No. 0092-00-17, Madison Wis. 2001.
6D. Singh, Robert L. K. Tiong. Development of Life Cycle Costing Framework for Highway Bridges in Myanmar[J]. International Journal of Project Management, 2005,Vol. 23: p37-44.
7L. C. Neves, Dan M. Frangopol and P. S. Cruz. Cost of Life Extension of Deteriorating Structures under Relia-bility-based Maintenance[J]. Computers & Structures,2004, Vol. 82:p1077-1089.
8M. Liu, Dan M. Frangopol. Optimal Bridge Maintenance Planning Based on Probabilistie Performance Predietion[J]. Engineerings, 2004, Vol. 26(7): p991-1002
2Use of Non-corrodible Reinforcement in Concrete Bridges.
3Brad Violetta. Life-365 Service Life Predication Model. Concrete International, 2002, (11).
4Rostam Steen.Performance-Based Design of Structures for the Future. Proceedings of the IABSE Symposium Structures for the Future-the Search for Quality. Rio de Janeiro, Brazil. 1999.